HomeMy WebLinkAboutResolution - 3651 - Contract - LDC Construction Company - Entrance Sign, Guadalupe Neighborhood - 06_27_1991Resolution No. 3651
June 27, 1991
Item #29
HW:js
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby
directed to execute for and on behalf of the City of Lubbock
between the City of Lubbock and LDC Construction Company for
the Guadalupe Neighborhood Entrance Sign, attached herewith,
spread upon the minutes of the Council and as spread upon the
Council shall constitute and be a part of this Resolution as
herein in detail.
Passed by the City Council this 27th day of
ATTEST:
CRane to Boy , City Secrets y
APPROVED AS TO CONTENT:
�(.�c.�/�--
Gene Ea s, PurchAsing Manaqer
APPROVED AS TO FORM:
HaroldM��-uWillard, Assistant City
Attorney
June
B. C. MCMINN, MAYOR
authorized and
a Contract by and
construction of
which shall be
minutes of this
if fully copied
1991.
r.
p"
r.m
a
0-
9-•
.W
CITY OF LUBBOCK
SPECIFICATIONS
FOR
GUADALUPE NEIGHBORHOOD ENTRANCE SIGN
BID # 11347
CITY OF LUBBOCK
Lubbock, Texas
CITY OF LUBBOCK
COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM
SPECIFICATIONS
FOR
TITLE: GUADALUPE NEIGHBORHOOD ENTRANCE SIGN
ADDRESS: 1001 1st Place, Lubbock, Texas
CDWO: 3113-590107-0001
BID NO.: 11347
CONTRACT PREPARED BY: PURCHASING DEPARTMENT
(THIS PAGE LEFT BLANK INTENTIONALLY)
INDEX
1.- NOTICE TO BIDDERS
2. INFORMATION FOR BIDDERS
3. BID PROPOSAL - BID FOR LUMP SUM CONTRACTS
4. BID PROPOSAL - BID FOR UNIT PRICE
5. PAYMENT BOND (FOR CONTRACTS IN EXCESS OF $25,000)
6. PERFORMANCE BOND (FOR CONTRACTS IN EXCESS OF $259000)
7. CERTIFICATE OF INSURANCE
8. HUD CERTIFICATIONS
9. CONTRACT
10. GENERAL CONDITIONS OF THE AGREEMENT
11. EXHIBITS
A. Copeland Anti -Kickback Regulations
B. Current Wage Determinations
12. SPECIAL CONDITIONS OF THE AGREEMENT
-13. SPECIFICATIONS (TO BE PROVIDED BY ENGINEERS)
14. SPECIAL CONDITIONS (TO BE PROVIDED BY ENGINEERS)
15. NOTICE OF ACCEPTANCE
(THIS PAGE LEFT BLANK INTENTIONALLY)
NOTICE TO BIDDERS
B
(THIS PAGE LEFT BLANK INTENTIONALLY)
NOTICE TO BIDDERS
CDWO 3113-590107-0001
COMMUNITY DEVELOPMENT BLOCK GRANT
CITY OF LUBBOCK
BID # 11347
Sealed proposals addressed to Gene Eads, Purchasing Manager, City
of Lubbock, Texas, will be received at the Purchasing Office,
Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas
79401 until 2:00 o'clock p.m., on the 31st day of May, 1991, or
as changed by the issuance of formal addenda to all planholders,
to furnish all labor and materials and perform all work for the
construction of the following project:
GUADALUPE NEIGHBORHOOD ENTRANCE SIGN
Bidders are also required to submit a signed certification in
compliance with Section 109 of Pub. L. 100-202 regarding
restrictions on the Award of Certain Contracts and Subcontracts
to Foreign Countries.
Bidders are required to submit a cashier's or certified check or
bid bond in the amount of 5% of the total bid and the successful
bidder shall provide bond in full amount of the contract executed
by a surety company authorized to do business in Texas.
The above described project will be paid for in cash by the
Community Development Block Grant received by the City from the
Department of Housing and Urban Development. The contract for
-- this project must comply with all applicable Federal laws and
regulations including the payment of federal minimum wages under
the provision of the Davis -Bacon Act, and the compliance with the
provisions of equal employment opportunities and under Section 3
Affirmative Action and Executive Order 11246. .
Plans and Specifications are on file at the Purchasing Office and
may be obtained at the office of Gene Eads, C. P. M., Purchasing
Manager, Room L-04, Municipal Building, 1625 13th Street,
Lubbock, Texas, 79401.
There will be a pre -bid conference on May 24, 1991 at 10:00
o'clock a.m., Committee Room 103, Municipal Building, 1625 13th
Street.
CITY OF LUBBOCK, TEXAS
BY: ene Eads, C.P.M.
Purchasing Manager
(THIS PAGE LEFT BLANK INTENTIONALLY)
i
CERTIFICATION IN COMPLIANCE WITH
SECTION 109 OF PUB. L. 100-202
REGARDING RESTRICTIONS ON T11E AWARD
OF CERTAIN CONTRACTS AND SUBCONTRACTS
TO FOREIGN COUNTRIES
(a,) .Definitibns. The definitions pertaining to this provision are
-- those that are set forth in the clause entitled "Restrictions on
Public Works Projects:"
(b) Certification. Except as provided in paragraph (c) of this
provision} by submission of its bid or proposal, the bidder
certifies that it -
(1) Is not a Contractor of a foreign country included on the
list of countries that discriminate against U.S. firms
published by the Office of the United States Trade
Representative (USTR) (see paragraph (h) of this provision);
(2) Has not or will not enter into any subcontract with a
subcontractor of a foreign country included on the list of
countries that discriminate against U.S. firms published by
the USTR; and
(3) dill not provide any product of a country included on the
list of foreign countries that discriminate against U.S.
firms published by the USTR:
(c) Inability to certify. A bidder triable to certify in accordance
with paragraph (b) of this provision shall submit with its offer
a written explanation fully describing the reasons for its
-' inability to make the certification.
(d) Applicability of 18 U.S.C. 1001. The certification in paragraph
(b) of this provision concerns a matter within the jurisdiction
of an agency of the United States, and the making of a false,
fictitiousi or fraudulent certification may render the maker
subject to prosecution under Title 18; U.S.C. 1001.
(e) notice. The bidder shall provide immediate written notice to the
Contracting Officer if, at any time before the contract award,
the bidder learns that its certification was erroneous when
submitted or has become erroneous by reason of changed
circumstances.
(f) Restrictions on contract award. Unless a waiver to these
restrictions is granted by the Secretary of housing and Urban
Development; no contract will be awarded to a bidder (1) who is
owned or controlled by a citizen or national of a foreign country
Included on the list of foreign countries that discriminate
against U.S. firms published by the USTR, (2) whose subcon-
tractors are owned or controlled by citizens or nationals of a
foreign country on the USTR list, or (3) who incorporates any
product of a foreign country on the USTR list in the public works
project.
(g) Record -keeping. Nothing contained in the foregoing shall be
construed to require establishment of a system of records in
order to render, in good faith, the certification required by
paragraph (b) of this provision. The knowledge and information
of,4 bidder is not required to exceed that which is normally
possessed -by a prudent person in the ordinary course of business
dealings:
(h) USTA list: The USTR published -an initial list in the Federal
Registet on becember 30, 1987 (53 FR 49244)#.which identified one
country - Japan. The USTR can add countries to the list, and
remove countries from it, in accordance with section.109(c) of
Pub. L. 100-202.
LDC CONSTRUCTION CO., INC.
Contractor
By :
FRED DAVIS
(Seat if Bidder is a Corporation)
ATTEST:. -
Se
Restrictions on Public Buildings and Public Works Projects
(a) Definitions.
"Component," as used in this clause, means those articles,
materials, and supplies incorporated directly into the product.
"Contractor or subcontractor of a foreign country," as used in
-` this.clause, means any Contractor or subcontractor that isa
citizen or national of a foreign country or is controlled
directly or indirectly by citizens or nationals of a foreign
country. A contractor or subcontractor shall be considered to be
a citizen or national of a foreign country, or controlled
directly or indirectly by citizens or nationals of a foreign
country -
(1) If 50 percent or more of the Contractor or sub-
contractor is owned by a citizen or national of the
foreign country;
(2) If the title to 50 percent or more of the stock of the
Contractor or subcontractor is held subject to trust or
fiduciary obligation in favor of citizens or nationals
of the foreign country.
(3) If 50 percent or more of the voting power in' the
Contractor or subcontractor is vested in or exercisable
on behalf of a citizen or national of the foreign
-- country;
(4) In the case of a partnership, if any general partner is
a citizen of the foreign country;
(5) In the case of a corporation, if its president or other
chief executive officer or the chairman of its board of
" directors is a citizen of the foreign country or the
majority of any number of its directors necessary to
constitute a quorum are citizens of the foreign country
-- or the corporation is organized under the laws of the
foreign country or any subdivision, territory, or
possession thereof; or
(6) In the case of a contractor or subcontractor who is a
joint venture, if any participant firm is a citizen or
national of a foreign country or meets any of the
-- criteria in subparagraphs (a)(1) through (5) of this
clause.
"Product," as used in this clause, means construction materials -
i.e., articles, materials, and supplies brought to the
construction site for incorporation into the public works
project, including permanently affixed equipment, instruments,
utilities, electronic or other devices, but not including
vehicles or construction equipment. In determining the' -origin of
a product, the City -of Lubbock will consider a product as
produced in a foreign country if it has been assembled or
manufactured in the foreign country, or if the -cost of the
components mined, produced, or manufactured in'the foreign
country exceed 50-percent-of'the cost of all its components.
(b) Restrictions. -:
The Contractor shall not (1) knowingly enter into any subcontract
under this contract with a subcontractor of a foreign country
included on the list of countries that discriminate against U.S.
firms published by the United States Trade Representative (see
paragraph (c) of this clause), or (2) supply any product under
this contract of a country included on the list of foreign
countries that discriminate against U.S. firms published by the
USTR.
(c) USTR list.
The USTR published an initial list in the Federal Register on
December 30, 1987 (53 FR 49244), which identified one country -
Japan. The USTR can add other countries to the list, or remove
countries from it, in accordance with section 109(c) of Pub.L.
100-202.
(d) Certification.
The Contractor may rely upon the certification of a prospective
subcontractor that it is not a subcontractor of a foreign country
included on the list of countries that discriminate against U.S,.
firms published by the USTR and that products supplied by such
subcontractor for use on the Federal public works project under
this contract are not products of a foreign country included on
the list of foreign countries that discriminate against U.S.
firms published by the USTR, unless such Contractor has knowledge
that the certification is erroneous.
(e) Subcontracts.
The Contractor shall incorporate this clause, modified only for
the purpose of properly identifying the parties, in all
subcontracts. This paragraph (e) shall also be incorporated in
all subcontracts.
INFORMATION FOR BIDDERS
(THIS PAGE LEFT BLANK INTENTIONALLY)
INFORMATION FOR BIDDERS
1. Receipt and Opening of Bids
The City of Lubbock (herein called the "Owner"), invites bids
on the form attached hereto, all blanks of which must be
appropriately filled in. Bids will be received by the Owner
at the office of Gene Eads, Purchasing Manager, City of
Lubbock, Texas until 2:00 o'clock p.m., on the 31st day of
May, 1991, and then at said office publicly opened and read
aloud. The envelopes containing the bids must be sealed,
addressed to Gene Eads, Purchasing Manager, at Municipal
Building, 1625 13th Street, (Room LO4), Lubbock, Texas 79401
and designated as Bid for GUADALUPE NEIGHBORHOOD ENTRANCE
SIGN.
The Owner may consider as informal any bid not prepared and
submitted in accordance with the provisions hereof and may
waive any informalities or reject any and all bids. Any bid
-- may be withdrawn prior to the above scheduled time for the
opening of bids or authorized postponement thereof. Any bid
received after the time and date specified shall not be
considered. No bidder may withdraw a bid within thirty (30)
days after the actual date of the opening thereof.
2. Preparation of Bid
Each bid must be submitted in a sealed envelope bearing on
the outside the name of the bidder, his address and the
-. name of the project for which the bid is submitted. If
forwarded by mail, the sealed envelope containing the bid
must be enclosed in another envelope addressed as specified
in the bid form.
3. Subcontracts
-- The bidder is specifically advised that any person, firm, or
other party to whom the bidder proposes to award a subcon-
tract under this Contract must be acceptable to the Owner
after verification by the Community Development Department
of the City of Lubbock.
The bidder should submit to the Owner a list of proposed
subcontractors which consists of each subcontractor's legal
name and business address. Although there is no requirement
that this list be submitted with a bid, the Owner requests
- that such list be attached to said bid so that appropriate
action can be taken to prevent subsequent delay in subcon-
tract awards.
- 1 -
4. Telegraphic Modification
Any bidder may modify his bid by telegraphic communication
at any time prior to the scheduled closing time for receipt
of bids, provided such telegraphic communication is received —
by the Owner prior to the closing time and, provided
further, the Owner is satisfied that a written confirmation
of the telegraphic modification over the signature of the
bidder was mailed prior to the closing time. The telegra-
phic communication should not reveal the bid price but
should provide the addition or subtraction or other modi-
fication so that the final prices or terms will not be known
by the Owner until the sealed bid is opened. If written
confirmation is not received within two (2) days from the
closing time, no consideration will be given to the tele-
graphic modification.
5. Qualifications of Bidder
The Owner may make such investigations as he deems necessary
to determine the ability of the bidder to perform the work,
and the bidder shall furnish to the Owner all such informa-
tion and data for this purpose as the Owner may request.
The Owner reserves the right to reject any bid if the
evidence submitted by, or investigation of, such bidder
fails to satisfy the Owner that such bidder is properly
qualified to carry out the obligations of the Contract and
to complete the work contemplated therein. Conditional bids
will not be accepted. Bidder must be acceptable to the
Owner after verification by the HUD Area Office of the
bidder's current eligibility status.
6. Bid Security
Each bid must be accompanied by cash, certified check of the
bidder or a bid bond duly executed by the bidder and issued
by a surety company approved by the Owner, in the amount of
5A of the bid. Such cash, checks or bid bonds will be
returned to all except the three lowest bidders within three
(3) days after the opening of bids, and the remaining cash,
checks or bid bonds will be returned promptly after the
Owner and the accepted bidder have executed the Contract,
or, if no award has been made within thirty (30) days after
the date of the opening of bids, upon demand of the bidder
at any time thereafter, so long as he has not been notified
of the acceptance of his bid.
- 2 -
The successful bidder, upon his failure or refusal to execute
and deliver the Contract, certificate of insurance and bonds
required within ten (ten) days after he has received notice
of the acceptance of his bid, shall forfeit to the Owner the
security deposited with his bid.
7. Time of Completion and Liquidated Damages
Bidder must agree to commence work on or before a date to be
specified in a written "Notice to Proceed" of the Owner and
to fully complete the project within (120) ONE HUNDRED TWENTY
working days thereafter. Bidder must agree also to pay as
liquidated damages the sum of $100.00 (One Hundred dollars)
for each consecutive calendar day thereafter in which the
project is not fully completed.
8. Conditions of Work
Each bidder must inform himself fully of the conditions
relating to the construction of the project and the
employment of labor thereon. Failure to do so will not
relieve a successful bidder of his obligation to furnish all
material and labor necessary to carry out the provisions of
his Contract. Insofar as possible the Contractor, in
carrying out his work must employ such methods or means as
will not cause any interruption of or interference with the
work of any other contractor.
9. Addenda and Interpretations
No interpretation of the meaning of the plans, specifications
or other pre -bid documents will be made to any bidder orally.
Every request for such interpretation should be in writing
and addressed to Gene Eads, C.P.M., Purchasing Manager
at P.O. Box 2000 Lubbock TX 79457
and to be given consideration must be received at least five
(5) days prior to the date fixed for the opening of bids.
Any and all such interpretations and any supplemental
instruction will be in the form of written addenda to the
specifications which, if issued, will be mailed by certified
mail with return receipt requested to all prospective
bidders (at the respective addresses furnished for such
-- purposes), not later than three (3) days prior to the date
fixed for the opening of bids. Failure of any bidder to
receive any such addendum or interpretation shall not
- 3 -
relieve such bidder from any obligation under his bid as
submitted. All addenda so issued shall become part of the
Contract Documents.
10. Performance Bond and Payment Bond (Contract in Excess of
$25,000)
The successful -bidder shall be required to furnish a
performance bond and payment bond in accordance with Article
5160, Vernon's Annotated Civil Statutes, in the amount of_.
100% of the total Contract price,.in the event said Contract
price exceeds $25',000.-00.. If the contract price does not
exceed $25,000.00, the statutory bonds will not be required.
All bonds, if required, shall be submitted on the forms supplied
by the Owner, and executed by an approved Surety Company
authorized to do business -in the State of Texas. And it is
further agreed that this Contract shall be in effect until such
bonds are so furnished. Said statutory bonds should be issued by
a Company carrying a current Best Rating of B or superior, as the
rating of the bond company is a factor that will be considered in
determination the lowest responsible bidder.
11. Power of Attorney
Attorneys -in -fact who sign bid bonds or contract bonds must
file with each bond a certified and effectively dated copy of
their power of attorney.
12. Notice of Special Conditions
Attention is particularly called to those parts of the Contract
Documents and specifications which deal with the following:
(a) Inspection and testing of materials.
(b) Insurance requirements.
(c) Wage rates.
13. Laws and Regulations
The bidder's attention is directed to the fact that all
applicable State laws, municipal ordinances and the rules
and regulations of all authorities having jurisdiction over
construction of the project shall apply to the Contract
throughout, and they will be deemed to be included in the
Contract the same as though herein written out in full.
14. Obligation of Bidder
At the time of the opening of bids, each bidder will be
presumed to have inspected the"site and to have read and to
- 4 -
be thoroughly familiar with the plans and Contract Documents
as defined in the General Conditions. The failure or
omission of an-y_ bidder to examine any form, instrument or
document shall in'no way relieve any bidder from -any
obligation in respect of his bid.
If -Plans and Specifications are too.bulky or cumbersome .to
be physically.bound to the Contract -Documents, they are to
` be considered"in"corporated by reference into -the afo-remen-
tioned Contract Documents.
15. Texas State Sales'Tax*
This Contract is issued by an organization which qualifies
- for exemption pursuant to the provisions of_Article 20.04..of
the Texas Limited Sales, Excise and Use Tax Act.
The Contractor must obtain a limited sales, excise and use
tax permit which shall enable him to buy the materials to be
incorporated into the work without paying the tax at the
time of purchase. `
16. Materials and Workmanship
The intent of these Contract Documents is that only mate-
rials and workmanship of the best quality and grade will be
furnished. The fact that the specifications may fail to be
sufficiently complete in some detail will not relieve the
Contractor of full responsibility for providing materials of
high quality and for protecting them adequately until
incorporated into the project. The presence or absence of a
representative of the City on the construction site will not
relieve the Contractor of full responsibility for complying
with this provision. The specifications for materials and
methods set forth in the Contract Documents provide minimum
standards of quality which the Owner believes necessary to
procure a satisfactory project.
17. Protection of the Work
The Contractor shall be responsible for the care, preser-
vation, conservation and protection of all materials,
supplies, machinery, equipment, tools, apparatus, acces-
sories, facilities and all means of construction, and any
and all parts of the work, whether the Contractor has been
paid, partially paid or not paid for such work, until the
date the City issues its certificate of completion to the
- 5 -
Contractor. The City reserves the right, after the bids .
have been opened and before the Contract has been awarded,
to require of a bidder the following information:
(a) The experience! record of the bidder, showing completed
jobs of a similar nature to the one covered by the
proposed Contract and all work in progress, with bond
:amounts and percentage of work completed._
(b) A sworn statement of the current financial condition of
the bidder.
(c) An equipment schedule.
18. Protection of Subsurface Lines and Structures
It shall be the Contractor's responsibility to prosecute the
work contemplated by the Contract Documents in such a way as
to exercise due care to locate and prevent damage to all
underground pipelines, utility lines, conduits or other
underground structures which might or could be damaged by
Contractor during the construction of the project contem-
plated by these Contract Documents. The City of Lubbock
agrees that it will furnish Contractor with information as
to the location of all such underground lines and utilities
of which it has knowledge. However, such fact shall not
relieve the Contractor of his responsibilities aforemen-
tioned. All such underground lines or structures cut or
damaged by Contractor during the prosecution of the work
contemplated by this Contract shall be repaired immediately
by the Contractor to the satisfaction of the City of
Lubbock, Texas, at Contractor's expense.
19. Contractor's Representative
The successful bidder shall be required to have a respon-
sible local representative available at all times while the
work is in progress under this Contract. The successful
bidder shall be required to furnish the name, address and
telephone number where such local representative may be
reached during the time that the work contemplated by this
Contract is in progress.
20. Provisions Concerning Escalator Clauses
Proposals submitted -containing any -conditions which provide
for changes in the stated bid price due to increases in the
cost of materials,, labor or other items required for the
project will be rejected and returned to the bidder without
being considered.
7
(THIS PAGE LEFT BLANK INTENTIONALLY)
BID PROPOSAL - BID FOR UNIT PRICE
(THIS PAGE LEFT BLANK INTENTIONALLY)
Proposal of
called "Bidder")
BID PROPOSAL
BID FOR UNIT PRICE
PLACE 1001 1st Place, Lubbock, Texas
DATE May 31, 1991
PROJECT NO. CDWO 3113-590107-0001 —
LDC Construction Co., Inc.
To the Honorable Mayor and City Council
(hereinafter
City of Lubbock, Texas (hereinafter called "Owner")
Gentlemen:
The Bidder, in Compliance with your invitation for bids for
the construction of Guadalupe Neighborhood Entrance Sign
having carefully examined the plans) specifications, instructions
to bidders, notice to bidders and all other related Contract
Documents and the site of the proposed work, and being familiar
with all of the conditions surrounding the construction of the
proposed projects including the availability of materials and
labor, hereby proposes to furnish all labor, materials, and
supplies, and to construct the project in accordance with the
plans, specifications and Contract Documents, within the time set
forth therein and at the prices stated in Exhibit "A".
The Bidder binds himself on acceptance of his proposal to
execute a Contract and any required bonds, according to the
accompanying forms, for performing and completing the said work
within the time stated and for the prices stated in Exhibit "A"
of this proposal.
Bidder hereby agrees to commence the work on the above
project on or before a date to be specified in a written "Notice
to Proceed" of the Owner and to fully complete the project within
120 consecutive calendar days thereafter, ,as stipulated in
the specifications and other Contract Documents. Bidder hereby
further agrees to pay to Owner as liquidated damages the sum of
$ 100.00 for each consecutive calendar day in excess of
the time set forth hereinabove for completion of this project,
all as more fully set forth in the General Conditions of the
Contract Documents.
Bidder understands that the Owner reserves the right to
reject any or all bids and to waive any formality in the bidding.
J
+f
Bidder agrees that this bid shall be good and may not be
withdrawn for a period of thirty (30) calendar days after the
scheduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visitLI
the site of the work and has carefully--exami-ned-the plans-,--'- • --
specifications and Contract Documents pertaining to the work
covered by -this bid, and he further agrees to -commence -work or c
before the date specified in the written notice to proceed, and
.to substantially --compl-eta---the-work -on--whi-ch--he.has-bid, as
provided in the Contract Documents.
Enclosed with this proposal 'is a Cashier's Check or Certi-
fied Check for DollarF
($ , or a Proposal Bond in the sum of five
percent Dollars ($ 5%
which it is agreed shall be collected and retained by the Owne-
as liquidated damages in the event the proposal is accepted b;
the Owner and the undersigned fails to execute the necessary
Contract Documents and the -required bonds (if -any) -within ten
-0 0)-days after -the -date -of -receipt of written -notification -of
-acceptance of -said -proposal; otherwise,--said--check-or-.bond shall
be returned to the undersigned upon demand.
Bidder understands and agrees that the Contract to be
_executed by Bidder shall be bound and include all Contract
Documents made available to him for his inspection in accordan,,e
with the Notice to Bidders.
LDC Construction Co., Inc.
Contractor
,r c
BY:
Fred Davis
(Seal if Bidder is a Corporation)
ATTEST:
S retary
!m
BI_D SHEET
for.
� ctnnrintupr• trr,lghhorlrond RnErnncn Sign
lonl .1nE pince, Luhhoctc, Tpxnn
I pm l)t.rf t`rlce fnr nigh r-nnnErucElnn, nt.Er• lr.rlcvn+ Ann and 1nnrincnrn
nddiEionh, r+Ec. for. Ehrn rttncinittpm He-tghborhond rrntrnnce nl.gn. Prl.r.e for
all mAEerinlo nnct tnnEml.lnEion nn epectf.ied nh7t1 be included.
ToEal Sid � 3 / /, or
SigH:ttur.e of° ttidclAr_ '
rCompnny frame LUC Construction Co., Inc.
Signnbtrr• of IrrtgnEtnn conErrlcEor ����•� r
r
IrrignUod Compnny trnmrryy, V,
r
r
SEamp of Ltcr'nned IYrigiEor
Gr-
SignaEdre of llcenAr-d trrigAor
*,• •',
.. ......
HARVEY W'. MCLAPTY
............
in
SAD IFtR"
P1,1 Nn4 er1.71 WnrrntAy Tc rmyf 90 days beyinning_at
final acceptance date by owner.
r --
Vroponecl belfvnry lmEF%t �[:' C11 � 4 f 1- C,G<<a t4Kto of CotiO4,
r baLet May 31, 1991
(THIS PAGE LEFT BLANK INTENTIONALLY)
-%O wnA
_10ON-M NO 00o
//'L1L&2
BID BOND
Know all men by these presents:
That LDC CONSTRUCTION COMPANY, INC.
(hereinafter called the Principal) as Principal, and the MERCHANTS BONDING COMPANY (Mutual)
a corporation of the State of Iowa, with its Home Office in the City of Des Moines, Iowa, (hereinafter
called Surety), as Surety, are held and firmly bound to CITY OF LUBBOCK
(hereinafter called the Obligee) in the full and just sum of ($ ------------- 5%--------------- )
FIVE PERCENT OF THE GREATEST AMOUNT BID -------------------- Dollars
good and lawful money of the United States of America, to the payments of which sum of money well
and truly to be made, the said Principal and Surety bind themselves, their and each of their heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
Signed, sealed and dated this 31 ST day of MAY 19 91
THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to
the Principal for
GUADALUPE NEIGHBORHOOD ENTRANCE SIGN — CDWD: 3113-590107-0001
according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly
make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and
award, and shall give bond for the faithful performance thereof with the MERCHANTS BONDING
COMPANY (Mutual) and Surety, or with other Surety or Sureties approved by the Obligee; or if the
Principal shall, in case of failure to do so, pay to the Obligee the damages which the Obligee may suffer
by reason of such failure, not exceeding the penalty of this bond, then this obligation shall be null and
void; otherwise it shall be and remain in full force and effect.
IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed
and sealed.
LDC CONSTRUCTION COMPANY, INC.
Witness: Principal
�C By
FRED DAVIS, VICE—PRESIDENT
Attest: „ /'/� MERCHANTS BONDI G C MPANY (Mutual)
By Z, LZA—)
(THIS PAGE LEFT BLANK INTENTIONALLY)
Howard Cowan, Carla Rogers, or Kevin J. Dunn
Lubbock Texas
31ST MAY
December 31, 1992
LUBBOCK, TX
91
(THIS PAGE LEFT BLANK INTENTIONALLY)
PAYMENT (BOND
(THIS PAGE LEFT BLANK INTENTIONALLY)
PAYMENT BOND
(Applicable on all contracts in excess of $25,000)
(To be used in Texas under V.A.C.S. Art. 5160)
THE STATE OF
COUNTY OF
KNOW ALL MEN BY THESE PRESENTS: That we (1)
, (2)
of , hereinafter called Principal, and
�— of
State of , hereinafter
called the Surety, are held firmly bound unto 4)
of ,
hereinafter called Owner, and unto all persons, firms and
_ corporations who may furnish materials for, or perform labor upon
the building or improvements hereinafter referred to in the penal
sum of ($ )
Dollars in lawful money of the United States, to be paid in
, for the payment of which sum well and
truly to be made, we bind ourselves, our heirs, executors,
administrators and successors, jointly and severally, firm-ly by
these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the
Principal entered into a certain Contract with (6)
dated the day of , 19 , a copy of
which is hereto attached and made a part hereof, for the construc-
tion of:
NOW THEREFORE, the condition of this obligation is such
that, if the Principal shall promptly make payment to all
P- claimants, as defined in Article 5160, Revised Civil Statutes of
Texas, 1925, as amended by House Bill 344, Acts 56th Legislature,
Regular Session, 1959, effective April 27, 1959, and as further
amended by Acts 1969, 61st Legislature, p. 1390, ch. 422, Sec. 1,
effective June 2, 1969, supplying labor and materials in the
prosecution of the work provided for in said Contract, then this
obligation shall be null and void, otherwise, it shall remain in
full force and effect.
This bond is made and entered into solely for the protection
of all claimants supplying labor and materials in the prosecution
of the work provided for in said Cantract, and all such claimants
shall have a direct right of action under the bond as provided in
Article 5160, Revised Civil -Statutes of Texas, 1925, as amended
by House Bill 344, Acts_56th Legislature, Regular Session, 1959,
and as further amended by Acts 1969, 61st Legislature, p. 1390,
ch. 422, Sec. 1, effective June 2, 1969.
PROVIDED FURTHER, that if any legal action be filed upon
,this bond,.ven.ue shall_ lie in County, Texas, and
that the said Surety, for value received, hereby stipulates and
agrees that no change, extension of time, alterat1i1on._.or-.addit.i-o.n
to -the. -ter ,. msof the Contract or to the work to be._ performed.
he
thereunder or t-__specifications accompanying the same shall -in
any.__wise -affect it_s_oblig.ation_ on,this �n_d said -Surety -does
hereby_ waive notice of such_,_ch_ang_e,____axtension of 'time,
alteration or" addition to the terms of the Contract -.or_ to .the.__
work or to -the, - spec_ ficatjon,s..._-
PROVIDED FURTHER, that no final settlement between the Owner
and the Contractor shall abridge the right of any beneficiary
hereunder _whose _claim_ may_ _be._unsatisfied.,
LN WITNESS WHEREOF, this instrument is executed in six -
counterparts, each one of which shall be deemed an original, this
the day of , 19
Principal
ATTEST:
Principal Secretary
(SEAL)
Witness as to Principal
Address
ATTEST:
Surety Secretary
(SEAL)
Witness as to Surety
Address
Address
Surety
BY:
Address
NOTE: If Contractor is Part-
nership, all partners
should execute bond.
31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
The Contractor shall pay all royalties and license fees, and
shall provide for the use of any design, device, material or
process covered by letters patent or copyright by suitable legal
agreement with the Patentee or Owner thereof. The Contractor —
shall defend all suits or claims for infringement of any patent
or copyrights and shall indemnify and save the Owner harmless
from any loss on account thereof, except that Owner shall defend
all such suits and claims and shall be responsible for all such
loss when a particular design, device, material or process or the
product of a particular manufacturer or manufacturers is speci-
fied or required in these Contract Documents by Owner; provided,
however, if choice of alternate design, device, material or
process is allowed to the Contractor, then Contractor shall
indemnify and save Owner harmless from any loss on account
thereof. If the material or process specified or required by
Owner is an infringement, the Contractor shall be responsible for
such loss unless he promptly gives written notice to the Owner of
such infringement.
32. LAWS AND ORDINANCES
The Contractor shall at all times observe and comply with
all federal, state and local laws, ordinances and regulations
which in any manner affect the Contract or the work, and shall `
indemnify and save harmless the Owner against any claims arising
from the violation of any such laws, ordinances and regulations,
whether by the Contractor or his employees. If the Contractor
observes that the plans and specifications are at variance
therewith, he shall promptly notify the Architect and Owner's
Representative in writing, and any necessary changes shall be
adjusted as provided in the Contract for changes in the work. If
the Contractor performs any work knowing it to be contrary to
such laws, ordinances, rules and regulations, and without such
notice to the Owner's Representative, he shall bear all costs
arising therefrom.
The Owner is a municipal corporation of the State of Texas
and the law from which it derives its powers, insofar as the same
regulates the objects for which, or the manner in which, or the
conditions under which the Owner may enter into contracts, shall
be controlling and shall be considered as part of this Contract
to the same effect as though embodied herein.
33. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
It is hereby understood and mutually agreed, by and between
the Contractor and the Owner, that the date of beginning and the
time for completion of the work as specified in the Contract are
ESSENTIAL CONDITIONS of this Contract; and it is further mutually
understood and agreed that the work embraced in this Contract
shall be commenced on a date to be specified in the "Notice to
Proceed."
(3) The name of the policy and type or types of insurance
in force thereunder on the date borne by such certi-
ficate.
(4) The expiration date of the policy and the limit or
-limits of liability thereunder on the date borne by
such certificate.
(5) A statement that the insurance of the type afforded by
.the policy applies to all of the operations of whatever
character which are undertaken by the insured during
the performance of this Contract, provided such
operations are required in the performance of the
Contract.
(6) A provision that the policy may be cancelled only by
mailing written notice to the named insured at the
address shown in the bid specifications, stating when,
not less than ten (10) days thereafter, cancellation
-of such policy shall be effective.
(7) A provision that written notice shall be given to the
Owner ten (10) days prior to any change in or cancel-
lation of the policies shown on the certificate.
30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS, LABORERS,
MATERIALMEN, AND FURNISHERS OF MACHINERY, EQUIPMENT AND
SUPPLIES
The Contractor agrees that he will indemnify and save the
Owner, its officers, the Architect and their agents and employees
harmless from all claims growing out of any demands of subcon-
tractors, laborers, workmen, mechanics, materialmen and fur-
nishers of machinery and parts thereof, equipment, power tools,
all suppliers, including commissary, incurred in the furtherance
of the performance of this Contract. When Owner so desires, the
Contractor shall furnish satisfactory evidence that all obliga-
tions of the nature hereinabove designated have been paid,
discharged or waived.
If during the progress of the work, Contractor shall allow
any indebtedness to accrue for work furnished by any of those
designated in the preceding paragraph and shall fail to pay and
discharge any such indebtedness within five (5) days after demand
is made, then Owner may, during the period for which such indebt-
edness shall remain unpaid, withhold from the unpaid portion of
this Contract, a sum equal to the amount of such unpaid indebt-
edness, or may apply the sum so withheld to discharge any such
indebtedness.
- 17 -
The City is to be named as an additional insured on
this policy for this specific job, and a copy of the
endorsement doing so is to be attached to the Certificate
of Insurance.
In addition to the insurance required above, the
Department of Housing and Urban Development requires that
all contracts in excess of $100,000.00 provide Builders Risk _
Insurance (Eire and Extended coverage).. _.
Until the project is completed and.ac.cepted by the
Owner, said Owner or Contractor (at the Owner's option, as —
indicated in the Supplemental General Conditions, Form
HUD-4238-N) is required to maintain Builder's Risk Insurance
(fire and extended coverage) on a 100 percent completed
value basis on the insurable portion of the project for the
benefit of the Owner, the Contractor and Subcontractors, as
their interests may appear. The Contractor shall not _
include any costs for Builder's Risk Insurance (fire and
extended coverage) premiums during construction unless the
Contractor is required to provide such insurance; however,
this provision shall not release the Contractor from his
obligation to complete, according to plans and specifica-
tions, the project covered by the Contract, and the Con-
tractor and his Surety shall be obligated to full perfor-
mance of the Contractor's undertaking.
(C) Automobile Insurance
The Contractor shall procure a Comprehensive Automobile
Liability Insurance Policy providing coverage to include all
owned and non -owned cars, including Employer's Non -ownership
Liability and Hired and Non -owned Vehicles as follows:
In an amount not less that $ 2509000 for injuries, --
including accidental death, to any one person, but not
less than $ 500,000 per occurrence, and in the
amount of not less than $ 100,000 for property —
damage.
(D) Proof of Coverage
Before work on this Contract is commenced, each
Contractor and subcontractor shall submit to the Owner for
approval three (3) certificates of insurance covering each
insurance policy carried and offered as evidence of compli-
ance with the above insurance requirements, signed by an
authorized representative of the insurance company setting
forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance
applies.
- 16 -
the special hazards which may be encountered in the performance
of this Contract, as enumerated in the Supplemental General
Conditions.
The Contractor shall procure and carry, at his sole cost and
expense throughout the life of this Contract, insurance protec-
tion as hereinafter specified. Such insurance shall be carried
with an insurance company licensed to transact business in the
State of Texas and shall cover all operations in connection with
this Contract, whether performed -by the Contractor or a subcon-
tractor, or separate policies shall be provided covering the
operation of each subcontractor. All policies shall contain an
agreement on the part of the insurer waiving the right to
subrogation.
(A) Worker's Compensation and Employer's Liability
Insurance.
As required by State statute covering all employees
employed on a work whether employed by the Contractor or any
subcontractor on the job.
(B) Owner's Protective or Contingent Public Liability
Insurance and Property Damage Liability Insurance.
The Contractor shall obtain an Owner's Protective or
Contingent Public Liability Insurance policy naming the City
of Lubbock as an additional insured and the amount of such
policy shall be as follows:
$ 5002000 for bodily injuries, including accidental
death, to any one person, but limited to $ 500,000
per occurrence, and $ 100,000 for property damage.
The Contractor shall obtain a Contractor's Protective
(Contingent) Liability Insurance policy and the amount of
said policy shall be as follows:
In an amount not less than $ 300,000 for bodily
injuries, including accidental death, to any one
person, but not less than $ 500 000 per occurrence
and in the amount of not less than 300,000 for
property damage.
Said policy shall include:
Premises and Operations
Explosion & Collapse Hazard
Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury (with exclusion "c" waived)
- 15 -
his sureties and insurance carriers shall defend, indemnify and
save harmless the Owner, all of its officers, the Architect and
their agents and employees from all damages, losses, or expenses
and from all suits, actions or claims of any character whatsoever
brought-fo-r or on -account of any injuries or damages received or
sustained by any person or persons or property, on account of any
negligent act or fault of the Contractor or any subcontractor,
their agents or employees, in execution and supervision of said
Contract, and the project which is the subject matter of this
Contract, including the failure of Contractor or any subcontrac-
tor to provide necessary barricades, warning lights or signs, and
will be required to pay any judgment with costs which may be
obtained against the Owner, its officers, the Architect or any of
their agents or employees, including attorney.'s fees.
In any and all claims against the Owner, any officer of the
Owner, the Architect or any of their agents or employees by any
employee of the Contractor, any subcontractor, anyone directly or
indirectly employed by any of them or anyone for whose act any of
them may be liable, the indemnification obligation under this
Section shall not be limited in any way by any limitation on the
amount or type of damages, compensation or benefits payable by or
for the Contractor or any subcontractor under Worker's Compensa-
tion acts, disability benefit acts or other employee benefit
acts. The obligations of the Contractor under this Section shall —
not extend to the liability of the Architect, his agents or
employees, arising out of (1) the preparation or approval of
maps, drawings, opinions, reports, surveys, change orders,
designs or specifications, or (2) the giving of or the failure to
give directions or instructions by the Architect, his agents or
employees, provided such giving or failure to give is the primary
cause of the injury or damage.
The safety precautions taken shall be the sole responsi-
bility of the Contractor, in his sole discretion as an Indepen-
dent Contractor. Inclusion of this section in_the Agreement, as
well as any notice which may be given by the Owner, the Owner's
Representative or the Architect concerning omission under this
section as the work progresses, are intended as reminders to
the Contractor of his duty, and shall not be construed as any
assumption of duty to supervise safety precautions taken by
either the Contractor or any of his subcontractors.
29. CONTRACTOR'S INSURANCE: SCOPE OF INSURANCE AND SPECIAL HAZARDS
The Contractor shall not commence work under this Contract
until he has obtained all insurance as required herein. The
Contractor shall provide insurance for the adequate protection
of the Contractor and his subcontractors, respectively, against
damage claims which may arise from operations under this Con-
tract, whether such operations be by the insured or by anyone
directly or indirectly employed by him and, also, against any of
- 14 -
Method (C). The Contractor will thereby preserve the right to
submit the matter of payment to arbitration, as herein below
provided.
26. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of this Contract
that all work described in the proposal, the specifications,
plans and other Contract Documents is to be done for the price
quoted by the Contractor and that such price shall include all
appurtenances necessary to complete the work in accordance with
the intent of these Contract Documents, as interpreted by the
Architect. If the Contractor finds any discrepancies or
omissions in these plans, specifications or Contract Documents,
he should notify the Architect and obtain a clarification before
the bids are received, and if no such request is received by the
Architect prior to the opening of bids, then it shall be consi-
dered that the Contractor fully understands the work to be
included and has provided sufficient sums in his proposal to
complete the work in accordance with these plans and specifi-
cations. It is further understood that any request for clari-
fication must be submitted no later than five days prior to the
opening of bids.
27. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT
If, at any time, the methods or equipment used by the Con-
tractor are found to be inadequate to secure the quality of work -
with the rate of progress required under this Contract, the Owner
or Owner's Representative may order the Contractor in writing to
increase their safety or improve their character and efficiency
and the Contractor shall comply with such order.
If, at any time, the working force of the Contractor is
inadequate for securing the progress herein specified, the -
Contractor shall, if so ordered in writing, increase his force
or equipment, or both, to such an extent as to give reasonable
assurance of compliance with the schedule of progress.
28. PROTECTION AGAIN"ST ACCIDENT TO EMPLOYEES AND THE PUBLIC
The Contractor shall take out and procure a policy or
policies of Worker's Compensation Insurance with an insurance
company licensed to transact business in the State of Texas,
which policy or policies shall comply with the Worker's Com-
pensation laws of the State of Texas. The Contractor shall at
all times exercise reasonable precaution for the safety of
employees and others on or near the work and shall comply with
all applicable provisions of federal, state and municipal laws
and building and construction codes. All machinery and equipment
and other physical hazards shall be guarded in accordance with
the "Manual of Accident Prevention in Construction" of Associated
General Contractors of America, except where incompatible with
federal, state or municipal laws or regulations. The Contractor,
- 13 -
Method (C) - If neither Method (A) or Method (B) be agreed
upon before the extra work is commenced, then
the Contractor shall be paid the actual field
cost of the work, plus fifteen (151'a) percent.
In the event said extra work be performed and paid for under
Method-(C)-,-then the provisions of this paragraph shall apply and
the "actual field cost" is hereby defined to include the cost of
all workmen, such as foremen, timekeepers, mechanics and labor-
ers, and materials, supplies, teams, trucks, rentals on machinery
and equipment, for the time actually employed or used on such
extra work, plus actual transportation charges necessarily
incurred, together with all expenses incurred directly on account
of such extra work, including Social Security, Old Age Benefits,
Maintenance Bonds, Public Liability and Property Damage and
Workmen's Compensation and all other insurances as may be
required by law or ordinances or directed by the Owner's Repre-
sentative or Architect, or by them agreed to. Owner's Represen-
tative may direct the form in which accounts of the actual field
cost shall be kept and records of these accounts shall be made
available to the Owner's Representative. The Owner's Represen-
tative or Architect may also specify in writing, before the work
commences, the method of doing the work and the type and kind of
machinery and equipment to be used; otherwise, these matters
shall be determined by the Contractor. Unless otherwise agreed
upon or specified, the prices for the use of machinery and
equipment shall be determined by using 100o, of the latest
Schedule of Equipment and Ownership Expenses adopted by the _
Associated General Contractors of America. Where practical, the
terms and prices for the use of machinery and equipment shall be
incorporated in the written extra work order. The fifteen
percent (150) of the actual field cost to be paid to the Con-
tractor shall cover and compensate him for his profit, overhead,
general superintendence, and field office expense, and all other
elements of cost and expense not embraced within the actual field
cost as herein defined, save that where the Contractor's Camp or
Field Office must be maintained primarily on account of such
extra work, then the cost to maintain and operate the same shall
be included in the "actual field cost."
No claim for extra work of any kind will be allowed unless
ordered in writing by the Owner's Representative. In case any
orders or instructions appear to the Contractor to involve extra
work for which he should receive compensation or an adjustment in
the construction time, he shall make a written request to the
Owner's Representative for a written order authorizing such extra
work. Should a difference of opinion arise as to what does or
does not constitute extra work, or as to the payment therefor,
and the Owner's Representative insists upon its performance, the
Contractor shall proceed with the work after making a written
request for a written order and shall keep adequate and accurate
account of the actual field cost thereof, as provided under
- 12 -
Owner to do so unless the Owner has previously given the Con-
tractor a written acceptance of such condition. This obligation
shall survive termination of the Contract. The Owner shall give
such notice promptly after discovery of the defect.
24. CHANGES AND ALTERATIONS
The Contractor further agrees that the Owner may make such
changes and alterations as the Owner may see fit, in the line,
grade, form, dimensions, plans or materials for the work herein
contemplated, or any part thereof, either before or after the
beginning of the construction, without affecting the validity of
this Contract and the accompanying bond.
If such changes or alterations diminish the quantity of the
work to be done, they shall not constitute the basis for a claim
for damages, or anticipated profits on the work that may be
dispensed with. If they increase the amount of work, and the
increased work can fairly be classified under the specifications,
such increase shall be paid according to the quantity actually
done and at the unit price established for such work under this
Contract; otherwise, such additional work shall be paid forr as
provided under extra work. In case the Owner shall make such
changes or alterations as shall make useless any work already
done or material already furnished or used in said work, then the
Owner shall recompense the Contractor for any material or labor
so used and for any actual loss occasioned by such change due
to actual expenses incurred in preparation for the work as
originally planned.
25. EXTRA WORK
The term "extra work" as used in this Contract shall be
understood to mean and include all work that may be required by
the Owner or Owner's Representative to be done by the Contractor
to accomplish any change, alteration or addition to the work as
shown on the plans and specifications or Contract Documents and
not covered by the Contractor's proposal, except as provided
under changes and alterations herein.
It is agreed that the Contractor shall perform all extra
work under the direction of the Architect when presented with a
written work order signed by the Owner's Representative, subject,
however, to the right of the Contractor to require written
confirmation of such extra work order by the Owner. It is also
agreed that the compensation to be paid to the Contractor for
performing said extra work shall be determined by one or more of
the following methods:
Method (A) - By agreed unit prices; or
Method (B) - By agreed lump sum; or
accordance with
remedial action
the Contractor's
this Contract. It is further agreed that any
contemplated as hereinabove set forth shall be at
expense.
The Contractor shall promptly correct any work rejected by
the Owner's Representative or Architect as defective or as
failing to conform to the Contract Documents, whether observed
before or after substantial completion and whether or not
fabricated, installed or completed, and shall correct any work
found to be defective or nonconforming within a period of one
year from the date of substantial completion of the Contract, or
within such longer period of time as may be prescribed by law or
by the terms of any applicable special warranty required by the
Contract Documents. The provisions of this Section apply to work
done by subcontractors as well as to work done by direct em-
ployees of the Contractor. The Contractor shall bear all costs
of correcting such rejected work, including compensation for the
Architect's additional services made necessary thereby.
If the Contractor fails to correct defective work as
required, or persistently fails to carry out the work in accor-
dance with the Contract Documents, the Owner's Representative, by
a written order signed personally or by an agent specifically so
empowered by the Owner in writing, may order the Contractor to
stop the work", or any portion thereof, until the cause for such
order has been eliminated; however, this right of the Owner to
stop the work shall not give rise to any duty on the part of the
Owner to exercise this right for the benefit of the Contractor or
any other person or entity.
If the Contractor defaults or neglects to carry out the work
in accordance with the Contract Documents, and fails within seven
days after receipt of written notice from the Owner's Representa-
tive or other agent to commence and continue correction of such
default or neglect with diligence and promptness, the Owner may,
after seven days following receipt by the Contractor of an
additional written notice, and without prejudice to any other
remedy he may have, make good such deficiencies. In such case,
an appropriate Change Order shall be issued deducting from the
payments then or thereafter due the Contractor the cost of
correcting such deficiencies, including compensation for the
Architect's additional services made necessary by such default,
neglect or failure. If the payments then or thereafter due the
Contractor are not sufficient to cover such amount, the Contrac-
tor shall pay the difference to the Owner.
If, within one year after the date of substantial completion
of the work or designated portion thereof, or within one year
after acceptance by the Owner of designated equipment, or within
such longer period of time as may be prescribed by law or by the
terms of any applicable special warranty required by the Contract
Documents, any of the work is found to be defective or not in
accordance with the Contract Documents, the Contractor shall
correct it promptly after receipt of a written notice from the
- 10 -
Architect may reject any work found to be defective or not in
accordance with the Contract Documents, regardless of the stage
of its completion or the time or place of discovery of such
errors, and regardless of whether either Owner's Representative
or Architect has previously accepted the work through_oversight
or otherw_i.se..__ If_.any work which is required to be inspected,
tested or approved, is covered up without written approval or
consent of the Owner's Representative or Architect, it must, if
requested by the Owner's Representative or Architect, be un-
covered for observation and testing at the Contractor's expense.
In the event that any part of the work is being fabricated or
manufactured at a location where it'is not convenient for Owner's
Representative or Architect to make observations of such work or
require testing of said work, then in such event, Owner's Repre-
sentative or Architect may require Contractor to furnish Owner's
Representative or Architect certificates of inspection, testing
or approval made by persons competent to perform such tasks at
the location_where_that part of the work is being manufactured or
fabricated. All such tests will be in accordance with the
methods prescribed by the American Society for Testing and
Materials or such other applicable organization as maybe required
by law or the Contract Documents.
If any work which is required to be inspected, tested or
approved, is covered up without written approval or consent of
the Owner's Reprsentative or Architect, it must, if requested by
the Owner's Representative or Architect, be uncovered for
observation and testing at the Contractor's expense. The cost of
all such inspections, tests and approvals shall be borne by the
Contractor unless otherwise provided herein. Any work which
fails to meet the requirements of any such tests, inspections or
approval, and any work which meets the requirements of any such
tests or approval but does not meet the requirements of the
Contract Documents shall be considered defective. Such defective
work shall be corrected at the Contractor's expense.
Neither observations by the Owner's Representative or
Architect, nor inspections, tests or approvals made by Owner's
Representative or Architect or other persons authorized under
this Agreement to make such inspections, tests or approvals,
shall relieve the Contractor from his obligation to perform the
work in accordance with the requirements of the Contract Docu-
ments.
23. DEFECTS AND THEIR REMEDIES
It is agreed that if the work or any part thereof or
any material brought on the site of the work for use in the work
or selected for the same, shall be deemed by the Owner's Repre-
sentative or Architect as unsuitable or not in conformity with
plans, specifications and Contract Documents, the Contractor
shall, after receipt of written notice thereof from the Owner's
Representative or Architect, forthwith remove such material and
rebuild or otherwise remedy such work so that it shall be in full
- 9 -
work under this Contract. No verbal agreement or conversation
with any officer, agent or employee of the Owner, either before
or after the execution of this Contract, shall affect or modify
any of the terms or obligations herein contained.
19. CHARACTER OF WORKERS
To do the work required by this Contract, the Contractor
agrees to employ__„only.orderl.y and competent workers, skillful in
the performance in the type of work required by the said Con-
tract, and he further agrees that whenever the Owner's Represen-
tative shall inform him in writing that any worker or workers
doing the work are, in his opinion, incompetent, unfaithful or
disorderly, such worker or workers shall be discharged from the
work and shall not again be employed to do the work without
written consent of the Owner's Representative.
20. CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment,
machinery and materials necessary for the prosecution and com-
pletion of this Co_ntra_ct.where it. is not otherwise specifically
provided that the Owner shall furnish same, and it is also _
understood that the Owner shall not be held responsible for the
care, preservation, conservation or protection of any materials,
tools, equipment or machinery or any part of the work until it is
finally completed and accepted.
The building of structures for the housing of workers or
equipment will be permitted only at such places as the Owner's
Representative shall direct, and the sanitary conditions of the
grounds in or about such structures shall at all times be main-
tained in a manner satisfactory to the Owner's Representative. _
21. SANITATION
Necessary sanitary conveniences for the use of laborers on
the work site, properly secluded from public observation, shall
be constructed and maintained by the Contractor in such manner
and at such points as shall be approved by a subordinate super-
visor appointed by the Owner's Representative. The Contractor
shall strictly enforce the use of such facilities.
22. OBSERVATION AND TESTING
The Owner's Representative or the Architect shall have the
right at all reasonable times to observe and test the work.
Contractor shall make necessary arrangements and provide proper
facilities and access for such observation and testing at any
location wherever work is in preparation or progress. Contractor
shall ascertain the scope of any observations and tests which may
be contemplated by Owner's Representative or Architect and shall
give ample notice as to the time each part of the work will be
ready for such observations and tests. Owner's Representative or
M—M
The Owner's Representative shall, within a reasonable time,
render and deliver to both the Architect and the Contractor a
written decision on all written objections filed by the Con-
tractor. Should the Owner's Representative fail to make such a
decision within a reasonable time, an appeal to arbitration may
be taken as if his decision had been rendered against -the
Contractor. --
16. SUPERINTENDENCE AND INSPECTIONS
It is agreed by the Contractor that the Owner's Represen-
tative shall be and is hereby authorized to appoint from time to
time such subordinate engineers, supervisors or inspectors as the
said Owner's Representative may deem proper to inspect the
materials furnished and the work performed or being performed
under this Agreement, and to see that said materials are fur-
nished and the work is done in accordance with the specifications
therefor. The Contractor shall furnish all reasonable aid and
assistance required by the subordinate engineers, supervisors or
inspectors for the proper inspection and examination of the work.
17. CONTRACTOR'S DUTY AND SUPERINTENDENCE
The Contractor shall give personal attention to the faithful
prosecution and completion of this Contract and shall keep on the
work, during its progress, a competent superintendent and any
necessary assistants, all satisfactory to Owner's Representative.
The superintendent shall represent the Contractor in his absence
and all directions given to him shall be binding as if given to
the Contractor. Adequate supervision by competent and reasonable
representatives of the Contractor is essential to the proper
performance of the work, and lack of such supervision shall be
grounds for suspending operations of the Contractor. The work,
from its commencement to completion, shall be under the exclusive
charge and control of the Contractor and all risk in connection
therewith shall be borne by the Contractor. The Owner, Owner's
Representatives or Architect will not be responsible for the acts
or omissions of the Contractor or any of his agents or employees
or any other persons performing any of the work.
The Contractor shall be responsible to the Owner for the
acts and omissions of his employees, subcontractors and their
agents and employees and other persons performing any of the work
under a contract with the Contractor.
18. CONTRACTOR'S UNDERSTANDING
It is understood and agreed that the Contractor has, by
careful examination, satisfied himself as to the nature and
location of the work, the confirmation of the ground, the
character, quality and quantity of materials to be encountered,
the character of equipment and facilities needed preliminary to
and during the prosecution of the work, and the general and local
conditions, and all other matters which in any way affect the
- 7 -
The Architect will review and approve or take other appro-
priate action upon the Contractor's submittals, such as Shop _.
Drawings, Product Data and Samples, but only for conformance with
the design concept of the work and with the information given in
the Contract Documents.
The Architect will have authority to order minor changes in
the work not involving an adjustment in the Contract Sum or an
extension of the Contract Time and not inconsistent with the -�
intent of the Contract Documents. Such changes shall be ef-
fected by written order, and shall be binding on the Owner and
the Contractor. The Contractor shall carry out such written
orders promptly.
The Architect has the authority to stop the work whenever
such stoppage may be necessary to insure the proper execution
of the Contract. The Architect has the authority to reject work
which does not conform to the Contract Documents.
In order to prevent delays and disputes and to discourage
litigation, it is further agreed that the Architect shall, in all
cases, determine the amounts and quantities of the several kinds _
of work which are to be paid for under this Contract. Based on
the Architect's observations and an evaluation of the Contrac-
tor's Applications for Payment, the Architect will determine the
amounts owing to the Contractor and will issue Certificates for 4
Payment in accordance with the provisions of this Agreement. He
shall determine all questions in relation to said work and the
construction thereof, and shall, in all cases, decide every
question which may arise relative to the execution of this
Contract on the part of said Contractor. The Architect's
estimates and findings shall be conditions precedent to the right
of the parties hereto to arbitration or to any action on the _
Contract, and to any rights of the Contractor to receive any
money under the Contract; provided, however, that should the
Architect render any decision or give any direction which, in the
opinion of the Owner's Representative, is not in accordance with
the meaning and intent of this Contract, the Owner's Represen-
tative shall notify the Architect and the Contractor of his
objection, and the Architect shall direct the Contractor to
modify or remedy such work to meet the requirements of the
Owner's Representative. Should the Contractor object to any
decision or given direction which, in his opinion, is not in
accordance with the meaning and intent of this Contract, the
Contractor may file with said Owner's Representative, within 30
days, his written objection to the decision or direction so -
rendered, and by such action may reserve the right to submit the
question so raised to arbitration, as hereinafter provided. It
is the intent of this Agreement that there shall be no delay in
the execution of the work. Therefore, written decisions or
directions of the Architect as rendered shall be promptly carried
out, and any claim arising therefrom shall be thereafter adjusted
through arbitration, as hereinafter provided.
of the work. Furthermore, the Architect will not have control or
charge of and will not be responsible for the construction means,
methods, techniques, sequences or procedures, or the safety
precautions incident thereto. His efforts will be directed
towards providing assurances for the Owner that th.e completed
project will conform to the requirements of the Contract Docu-
ments, but -he will not be responsible for the Contractor's
failure to perform the work in accordance with the Contract
Documents. On the basis of his on -site observations, hs_will
keep the Owner informed of the progress of the work and will
endeavor to protect the Owner against defects and deficiencies in
the work of the Contractor.
The authorized representative and agents of the Owner shall
be permitted to inspect all work, material, payrolls, records of
personnel, invoices of materials and other relevant data and
records.
The Owner reserves the right to perform work related to the
project with his own forces, and to award separate contracts in
connection with other portions of the project or other work on
the site of the Contract. If the Contractor claims that delay or
additional costs are involved because of such action by the
Owner, he shall make such claim as provided elsewhere in the
Contract Documents.
14. LINES AND GRADES
All lines and grades shall be furnished by the Owner's
Representative whenever necessary for the commencement of the
work contemplated by these Contract Documents or the completion
of the work contemplated by these Contract Documents. Whenever
necessary, the Contractor shall suspend his work in order to
permit the Owner's Representative to comply with this require-
ment, but such suspension will be as brief as practical and the
Contractor shall be allowed no extra compensation therefore. The
Contractor shall give the Owner's Representative ample notice of
the time and place where lines and grades will be needed. All
stakes, marks, etc., shall be carefully preserved by the Con-
tractor, and in case of careless destruction or removal by him,
his subcontractors or their employees, such stakes, marks, etc.,
shall be replaced by the Owner's Representative at the Contrac-
tor's expense.
15. ARCHITECT'S AUTHORITY AND DUTY
Unless otherwise specified, it is mutually agreed between
the parties to this Contract that the Architect shall review all
work included herein.
- 5 -
Unless otherwise stipulated, the Contractor shall provide
and pay for all materials, supplies, machinery, equipment, tools,
superintendence, labor, insurance and all water, light, power,
fuel, transportation and all other facilities necessary for the
execution and.completion of the work covered by.the Contract
Documents. Unless otherwise specified, all materials shall be
new and both workmanship and materials shall be of a good .
quality. The Contractor shall, if required, furnish satisfac-
tory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known,
technical or trade meanings shall be held to refer to such
recognized -standards. e.
All work shall be done and all materials furnished in strict
conformity with the Contract Documents or any other information
or instructions conveyed to the Contractor.
10. SUBSTANTIALLY COMPLETED
The term "Substantially Completed" means that the structure
or project contemplated by the Contract Documents has been made
suitable for use or occupancy, or the facility is in a condition
to serve its intended purpose, but still may require minor
miscellaneous work and adjustment.
11. LAYOUT OF WORK
Except as specifically provided herein, the Contractor shall
be responsible for laying out all work and shall accomplish this
work in a manner acceptable to the Architect. The Architect will
check the Contractor's layout of all major structures and any
other layout work done by the Contractor at the Contractor's
request, but this check does not relieve the Contractor of the
responsibility of correctly locating all work in accordance with
the Plans and Specifications.
12. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished with (1) OnP copies of all
Drawings, Profiles and Specifications without expense to him and
he shall keep one copy of same consistently accessible on the job
site.
13. RIGHT OF ENTRY AND INSPECTION
The Architect shall at all times have access to the work
wherever it is in preparation and progress.
The Architect will make periodic visits to the site at
intervals appropriate to the state of construction to observe
the progress and quality of the executed work and to determine,
in general, if the work is proceeding in accordance with the Con-
tract Documents. He will not be required to make exhaustive or
continuous on -site inspections to check the quality or quantity
- 4 -
the Owner a written statement concerning the proposed award to
the subcontractor, which statement shall contain such information
as the Owner may require.
The Contractor shall be as fully responsible to the Owner
For the acts and omissions of his subcontractors, and of persons
either directly or indirectly employed by them, as he is for the
acts and omissions of persons directly employed by him.
The Contractor shall cause appropriate provisions to be
inserted in all subcontracts relative to the work to bind:
subcontractors to the Contractor by the terms of the General
Conditions and other Contract Documents insofar as applicable to
the work of the subcontractors and to give the Contractor the
same power to terminate any subcontract that.the Owner may
exercise over the Contractor under any provision of the Contract
Documents.
Nothing contained in this Contract shall create any con-
tractual relation between any subcontractor and the Owner or the
Architect, and said subcontractor will look exclusively to the
Contractor for any payments due subcontractor.
7. ASSIGNMENT
The Contractor agrees that he will retain personal control
and will give his personal attention to the fulfillment of this
Contract. Th'e Contractor further agrees that assignment of any -
portion or feature of the work or materials required in the
performance of this contract shall not relieve him from his full
obligations to the Owner, as provided by this Contractual
Agreement.
8. WRITTEN NOTICE
Written notice shall be deemed to have been duly served if
delivered in person to -the individual or to a member of the firm
or to an officer of the corporation for whom it is intended, or
if delivered at or sent certified mail to the last business
address known to him who gives the notice.
All directions, instructions or notices required or autho-
rized to be given under these Contract Documents from the Owner,
Owner's Representative or Architect to the Contractor shall be in
writing.
9. WORK
The work comprises the completed construction required by
the Contract Documents and includes all labor necessary to
produce such construction, and all materials and equipment
incorporated or to be incorporated in such construction.
- 3 -
These
footnotes.refer
to the numbers
in the body of Contract
above:
Date
of Bond must not
be prior to date of
Contract.
(1)
Correct name of.Contractor
(3)
Correct name of Surety
(2)
A Corporation, a
Part-..
_(4)
Correct name of Owner
nership or an Individual,._—_-_----{5)---County
.and
as the case may
be
(6)
.State
Owner
(THIS PAGE LEFT BLANK INTENTIONALLY)
PERFORMANCE BOND
(THIS PAGE LEFT BLANK INTENTIONALLY)
PERFORMANCE BOND
(Applicable on all contracts in excess of $25,000)
(To be used in Texas under Y.A.C.S. Art. 5160)
THE STATE OF
COUNTY OF
KNOW ALL MEN BY THESE PRESENTS: That we (1)
, (2)
of , hereinafter called Principal, and
(3) of
r , State of , hereinafter
called the Surety, are held firmly bound unto 4
of ,
hereinafter called Owner, in the penal sum of
($ ) Dollars in lawful money
of the United States, to be paid in 5)
, for the payment of which sum well and
truly to be made, we bind ourselves, our heirs, executors,
administrators and successors, jointly and severally, firmly by
these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the
Principal entered into a certain Contract with (6)
dated the day of , 19 , a copy of
which is hereto attached and made a a part hereof, for the
construction of: -
(herein called the "work").
These footnotes refer to the numbers in the body of Contract
above:
Date of Bond must not be prior to date of Contract.
-- (1) Correct name of Contractor (3) Correct name of Surety
(2) A Corporation, a Part- (4) Correct name of Owner
nership or an Individual, (5) County and State
as the case may be (6) Owner
NOW THEREFORE, if the Principal shall well, truly and
faithfully perform the work in accordance with the plans,
specifications and Contract Documents during the original term
thereof, and any extensions thereof which may be granted by the
Owner, with or without notice to the Surety, and if the Principal
.� shall satisfy all claims and demands incurred under such Con-
tract, and shall fully indemnify and save harmless the Owner from
all costs and damages which it may suffer by reason of failure to
do so, and shall reimburse and repay the Owner all outlay and
expense which the Owner may incur in making good any default,
then this obligation shall -be --void; otherwise, it shall remain in
full force and effect.
PROVIDED FURTHER, that if -any legal action be filed upon
this bond, venue shall lie in :_Texas,_.. .
and that the said Suretyi for value received hereby stipulates
and agrees that nochanget extension of time, alteration or
addition to the terms of the Contract or to the work to be
_ - - - . - _.--_.._-- _ _...__.__._ ._. ___..___
performed__ thereunder -.or the specifications; accompanying -the same.
shall in any wise affect its obligation on this bond, and__ -it - does
hereby waive notice of_any such change, extension of time,_-,
alteration or addition to the terms of the Contract or to the
work or to t.he.sp.ecifications.
IN WITNESS WHEREOF, this instrument is executed in six
counterparts, each one of which shall be deemed and original,
this the day of , 19
Principal
ATTEST:
Principal Secretary
Address
(SEAL)
Witness as to Principal
Address
Surety
ATTEST:
BY:
Surety Secretary
Address
(SEAL)
Witness as to Surety
Address
NOTE: If Contractor is Partnership, all partners should execute
bond.
No Text
(THIS PAGE LEFT BLANK INTENTIONALLY)
t -.: t � ..
�' "' ,� 11' k? Y r h i ISSUE DATE (MM/DD/YY)
:. 'CERTIFlCA T� C� INSu hcE '
..........-... v d '.'r!M�'':`f'I.It.il"9. t a�.fw dLV,?}..Y i' , i r.!'.`iN.d{t.:�.lt lk!.�,, ^ t.V .ref �fr.r, a 8 / 0 1 / 9 1
PRoouc.R THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE
The InWest Group
6 Desta Drive, Suite 5550
Midland, Texas 79705
WnED
LDQ CONSTRUCTION COMPANY
--P. 0. Box. 65251
Lubbock TX 79423
COMPANIES AFFORDING COVERAGE
COMPANY A
LETTER Bit.tUldnotls Insi-trance Company
COMPANY
LETTER B Bituminous Insurance Company
COMPANY G.
LETTER
COMPANY
LETTER D T.W.C.A.R.P.
COMPANY E
LETTER
3VERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.
m. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS
iR DATE (MM/DD/YY) DATE (MM/DDIYY)
3 GENERAL LIABILITY CLP2074361 5/06/91 5/06/92 GENERAL AGGREGATE S 2000000
X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ 2000000
CLAIMS MADEX OCCUR. PERSONAL & ADV. INJURY S 1Q000Q0
OWNFR'S 6 CONTRACTOR'S PROT. EACH OCCURRENCE $ 1000000
FIRE DAMAGE (Any one lice) S 50000
MED. EXPENSE (Any one person) S 5000
B AUTOMOBILE LIABILITY CAP1764920 5/06/91 5/06/92
COMBINED SINGLE S
X ANY AUTO LIMIT 1000000
At t. owNFn AUTOS
SCHEDULFD AUTOS
X
HIRFD AUTOS
X
NON OWNFD AUTOS
GARAGE LIABILITY
BODILY INJURY $
(Per person)
BODILY INJURY $
(Per accident)
PROPERTY DAMAOF S
EXCESS LIABILITY
EACH OCCURRENCE
S
UMRRELLAFORM
AGGREGATE
S
OTHER THAN UMBRELLA FORM
**FORTHCOMING
', 5/06/91 5/06/92 ; ; STATUTORY LIMITS
WORKER'S COMPENSATION
EACH ACCIDENT
$ 500000
AND
DISEASE —POLICY LIMIT
$ 500000
EMPLOYERS' LIABILITY
- - --
DISEASE—EACH EMPLOYEE
S 500000
OTHER
j I
1SCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS
PROJECT:GUADALUPE NEIGHBORHOOD ENTRANCE SIGN
CITY OF LUBBOCK
ATTN: BUILDING INSPECTION
—P.O. BOX 2000
LUBBOCK,TX 79457
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REP f_q&TTATTIVE ` r --
2- 10
HUD CERTIFICATIONS
SECTION 3/STATEMENT OF WORK FORCE NEEDS
(IN EXCESS OF $109000)
(THIS PAGE LEFT BLANK INTENTIONALLY)
U.S. Department of Housing
and Urban Development ®A®
Supplement to the Public and
General Conditions of the Indian Housing
Cc, -,tract for Construction
Article 1 — Labor Standards
Applicability
The Project or Program to which the construction work covered
by tois contract pertains is being assisted by the United States
of America and the following Federal Labor Standards Provisions
are included in this Contract or related instrument pursuant to
the provisions applicable to such Federal assistance.
A. 1. (1) Minimum Wages. All laborers and mechanics employed
or working upon the site of the work (or under the United States
Housing Act of 1937 or under the Housing Act of 1949 in the
construction or development of the project), will be paid uncon-
ditionally and not less often than once a week, and without
subsequent deduction or rebate on any account (except such
payroll deductions as are permitted by regulations issued by the
Secretary of Labor under the Copeland Act (29 CFR Part 3), the
full amount of wages and bona fide fringe benefits (or cash
equivalents thereof) due at time of payment computed at rates
not less than those contained in the wage determination of the
Secretary of Labor which is attached hereto and made a part
hereof, regardless of any contractual relationship which may be
alleged to exist between the contractor and such laborers and
mechanics. Contributions made or costs reasonably anticipated
for bona fide fringe benefits under Section 1(b)(2) of the Davis -
Bacon Act on behalf of laborers or mechanics are considered
wages paid to such laborers or mechanics, subject to the provi-
sions of 29 CFR 5.5(a)(1)(iv); also, regular contributions made or
costs incurred for more than a weekly period (but not less often
than quarterly) under plans, funds, or programs, which cover the
particular weekly period, are deemed to be constructively made
or incurred during such weekly period.
Such laborers and mechanics shall be paid the appropriate
wage rate and fringe benefits on the wage determination for the
classification of work actually performed, without regard to skill,
except as provided in 29 CFR Part 5.5(a)(4). Laborers or
mechanics performing work in more than one classification may
be compensated at the rate specified for each classification for
the time actually worked therein: Provided, That the employer's
payroll records accurately set forth the time spent in each
classification in which work is performed. The wage determina.
tion (including any additional classification and wage rates con-
formed under 29 CFR Part 5.5(a)(1)(ii) and the Davis -Bacon poster
(WH-1321) shall be posted at all times by the contractor and its
subcontractors at the site of the work in a prominent and ac.
cessible place where it can be easily seen by the workers.
(ii)(a) Any class of laborers or mechanics which is not
listed in the wage determination and which is to be employed
under the contract shall be classified in conformance with the
wage determination. HUD shall approve an additional classifiea.
tion and wage rate and fringe benefits therefore only when the
following criteria have been met:
(1) The work to be performed by the classification
requested is not performed by a classification in the wage deter-
mination; and
(2) The classification is utilized in the area by the
construction industry; and
(3) The proposed wage rate, including any bona fide
fringe benefits, bears a reasonable relationship to the wage rates
contained in the wage determination.
(b) If the contractor and the laborers and mechanics to
be employed in the classification (if known), or their represen-
tatives, and HUD or its designee agree on the classification and
wage rate (including the amount designated for fringe benefits
where appropriate), a report of the action taken shall be sent by
HUD or its designee to the Administrator of the Wage and Hour
Division, Employment Standards Administration, U.S. Department
of Labor, Washington, D.C. 20210. The Administrator, or an
authorized representative, will approve, modify, or disapprove
every additional classification action within 30 days of receipt
and so advise HUD or its designee or will notify HUD or its
designee within the 30-day period that additional time is
necesssary. (Approved by the Office of Management and Budget
under OMB Control Number 1215-0140.)
(c) In the event the contractor, the laborers or mechanics
to be employed in the classification or their representatives, and
HUD or its designee do not agree on the proposed classification
and wage rate (including the amount designated for fringe benefits,
where appropriate), HUD or its designee shall refer the questions,
including the views of all interested parties and the recommenda-
tion of HUD or its designee, to the Administrator for determination.
The Administrator, or an authorized representative, will issue a
determination within 30 days of receipt and so advise HUD or its
designee or will notify HUD or its designee within the 30-day period
that additional time is necessary. (Approved by the Office of
Management and Budget under OMB Control Number 1215-0140.)
(d) The wage rate (including fringe benefits where ap-
propriate) determined pursuant to subparagraphs A.1.(ii)(b) or (c) of
this paragraph, shall be paid to all workers performing work in the
classification under this contract from the first day on which work
is performed in the classification.
(ill) Whenever the minimum wage rate prescribed in the con.
tract for a class of laborers or mechanics includes a fringe benefit
which is not expressed as an hourly rate, the contractor shall either
pay the benefit as stated in the wage determination or shall pay
another bona fide fringe benefit or an hourly cash equivalent
thereof.
(Iv) If the contractor does not make payments to a trustee or
other third person, the contractor may consider as part of the
wages of any laborer or mechanic the amount of any costs
reasonably anticipated in providing bona fide fringe benefits under
a plan or program, Provided, that the Secretary of Labor has found,
upon the written request of the contractor, that the applicable stan-
dards of the Davis -Bacon Act have been met. The Secretary of
Labor may require the contractor to set aside in a separate account
assets for the meeting of obligations under the plan or program.
(Approved by the Office of Management and Budget under OMB
Control Number 1215.0140.)
2. Withholding. HUD or its designee shall upon its own action
or upon written request of an authorized representative of the
Department of Labor withhold or cause to be withheld from the
contractor under this contract or any other Federal contract with
the same prime contractor, or any other Federally -assisted contract
subject to Davis -Bacon prevailing wage requirements, which is held
by the same prime contractor so much of the accrued payments or
advances as may be considered necessary to pay laborers and
mechanics, including apprentices, trainees and helpers, employed
by the contractor or any subcontractor the full amount of wages re-
quired by the contract. In the event of failure to pay any laborer or
mechanic, inlcuding any apprentice, trainee or helper, employed or
working on the site of the work (or under the United States Housing
Act of 1937 or under the Housing Act of 1949 in the construction or
development of the project), all or part of the wages required by th-;
contract, HUD or its designee may, after written notice to the con-
tractor, sponsor, applicant, or owner, take such action as may be
necessary to cause the suspension of any further payment, ad-
vance, or guarantee of funds until such violations have ceased.
HUD or its designee may, after written notice to the contractor,
disburse such amounts withheld for and on account of the contrac-
tor or subcontractor to the respective employees to whom they are
due. The Comptroller General shall make such disbursements in the
case of direct Davis -Bacon Act contracts.
3. (1) Payrolls and basic records. Payrolls and basic records
relating thereto shall be maintained by the contractor during the
course of the work and preserved for a period of three years
thereafter for ail laborers and mechanics working at the site of the
work (or under the United States Housing Act of 1937, or under the
HUD 52554 (1-87)
HB 7417.1 R 7417.1 REV-1
qualified applicants will receive consideration for employment
struction work: Provided, that If the applicant so participating is a
without reaard to color, religion, sex, or national origin.
State or loca! government, tho above equal opportunity clause is 'i
-race, .-.
C. The Contractor will send to each labor union or represen- " not applicable to any agency, instrumentality or subdivision of such
tative of workers with which It has a collective bargaining agree-
government which does not participate in work on or under. the
ment or other contract or understanding a notice to be provided
contract.
advising the said labor union or workers representatives of the
1. The applicant agrees that it will assist and cooperate actively
Contractor's commitments hereunder, and shall post copies of
with the administering agency and the Secretary of Labor in obtain.
the notice in conspicuous places available to employees and ap-
Ing the compliance of contractors and subcontractors with the
plicants for employment.
equal opportunity clause and the rules, regulations, and relevant
D. The Contractor will comply with all provisions of Executive
orders of the Secretary of Labor, that it will furnish the administer -
Order 11246 of September 24, 1965 and of the rules, regulations,
ing agency and the Secretary of Labor such information as they
and relevant orders of the Secretary of Labor.
may require for the supervision of such compliance, and that it will
otherwise assist the administering agency in the discharge of the
E. The Contractor will furnish all Information and reports re-
:.agency's primary responsibility for securing compliance.
quired by Executive Order 11246 of September 24, 1965, and by
rules, regulations, and orders of the Secretary of Labor, or pur-
J. The applicant further agrees that it will retrain from entering in
suant thereto, and will permit access to its books, records, and
to any contract or contract modification subject to Executive Order
accounts by the Secretary of Labor for purposes of investigation
111246 of September 24, 1965, with a contractor debarred from, or '
to ascertain compliance with such rules, regulations, and orders.
who has not demonstrated eligibility for, Government contracts anc
federally assisted construction contracts pursuant to the Executive
F. In the event of the Contractor's noncompliance with the : •;
order and will carry out such sanctions and penalties for violation
nondiscrimination clauses of this contract or with any of the
of the equal opportunity clause as may be imposed upon contrac- t
said rules, regulations, or orders, this contract may be canceled,
tors and subcontractors by the administering agency or the
terminated, or suspended in whole or in part and the Contractor
Secretary of Labor pursuant to Part 11, Subpart D of the Executive
may be declared ineligible for further government contracts or
order. In addition, the applicant agrees that if it fails or refuses to
federally assisted construction contracts in accordance with pro-
comply with these undertakings, the administering agency may take
cedures authorized in Executive Order 11246 of September 24,
any or all of the following actions: Cancel, terminate, or suspend in
1965, and such other sanctions may be imposed and remedies
-.
whole or in part this grant (contract, loan, insurance, guarantee); - ,
invoked as provided in Executive Order 11246 of September 24,
refrain from extending any further assistance to the applicant unde
1965, or by rule, regulations or order of the Secretary of Labor,
the program with respect to which the failure or refund occurred
or as otherwise provided by law.
until satisfactory assurance of future compliance has been received
G. The Contractor will include the portion of the sentence im•
from such applicant; and refer the case to the Department of
mediately preceding paragraph A and the provisions of
Justice for appropriate legal proceedings. r• ' - ° -- `i
paragraphs A through G in every subcontract or purchase order
-
unless exempted by rules, regulations, or orders of the Secretary
,
of Labor issued pursuant to Section 204 of Executive Order
Article 3 — Equal Opportunity for Businesses and Lower Income Per-
11246 of September 24, 1965, so that such provisions will be
sons Located Within the Project Area
binding upon each subcontractor or vendor. The Contractor will
- .... .
take such action with respect to any subcontract or purchase
_ A. The work to be performed under this contract is on a project -
order as the Secretary of Housing and Urban Development or the
assisted under a program providing direct Federal financial
Secretary Labor may direct as a means of enforcing such pro-
assistance from the Department of Housing and Urban Develop-
visions, including sanctions for noncompliance. Provided, ;. ment and is subject to the requirements of Section 3 of the Hous-
ment
however, that in the event the Contractor becomes involved in,
Ing and Urban Development Act of 1968, as amended, 12 U.S.C.
or is threatened with, i!tigation with a subcontractor or vendor as
1701u. Section 3 requires that to the greatest extent feasible oppor-
a result of such direction by the Secretary of Housing and Urban
tunities for training and employment be given lower income
Development or the Secretary of Labor, the Contractor may re-
residents of the unit of local government or the metropolitan area
quest the United States to enter into such litigation to protect
(or nonmetropolitan county) as determined by the Secretary of
the interests of the United States. �.:'' .:..._;..' _.•.:::..
_ Housing and Urban Development in which the project is located ,
H. The applicant further agrees that it will be bound by the
and contracts for work in connection with the project be awarded to
above equal opportunity clause with respect to its own employ-
business concerns which are located in, or owned in substantial
_. ment practices when it participates in federaly assisted con- __�� part by persons residing in the same metropolitan area (or ,
- nonmetropolitan county) as the project.
.. .e. C, •' �'.`r: •1 `. .. .. . t ..�. `. .,)I 'S� ' :'4 iTli!'Y. -•;.t
•--{,;7t?:..•O :i?•r1`^� 1•:. i:,•1::1" '+r', ,� "i. ,t j: .i .'C �'u`•�i3�
lb "v..,>�r, •s.� r:�:> the t •:L 1 :r .'i .J.: : ,
-- -' -i.c�? 'r'r' .i -i:•'f i.. J '�'" r - .... A`.i .rt:-i�r-a-; .yl.• _., 1' lf:� Yr- - •� Yf f'3: L.. ♦_•.
ji� ' ' :.r'� 1 + a �.. ", ,�t a , � � , , ..,. r
u ,,r' �,'• is J _ >rf t,�;.ultu
• ni •f'{+F7_al' „'t+. JJ (� 1! r^^rl 1 � 7 r � j >> >+ i a 1r
+• "Y . .,,f ti .1 � +, 4t
�' r e .f T l J r
i•i'r � i 3t'�.r'2nr •tI,t ^.lit r1n �».. u t '1>14 raY v11•l�ti. '
� , r + + + rip ' i
.! �, ,
r r 4
.Yfr ,t
1l ,
CP' J.,r + `.1 t }:1 � '' ) t4 .`f � r t l L.t ��n +q•'
•r:,+'
.. --fir+'1
1 � �i, ....,+:. =���._ •7• "1� _..-,: a .. :I
---........__...., . _ - __... �_. Page 4 of 4 Pages
CONTRACTOR INFORMATION
T0: City of Lubbock DATE: G-Z-?
P.O. Box 2000..
Lubbock,..Texas. 7.9.4.57_. PROJECT NUMBER.
PROJECT NAME:u/Q�L7C
1`.' The undersigned, having submitted --a bid -to the City'df'.
Lubbock for the construction of the above identified
project, certifies that:
-- (a) The legal name and business address (including zip
code) of the undersigned is: /_. L
r , Z��l�Ll� Ix
2. The undersigned is:
"- (a) A single proprietorship (list sole owner)
(b) A partnership (list all partners)
(c) A corporation (names of all principals and their
titles)-.
President: A,k�u'�n�.��QCS�dv��
Vice-President:L��1A�►5��1�u
Secretary- Treasurer: Cd)L11AU%
3. The Taxpayer Identification Number for the undersigned is
(whichever is applicable):
(a) Employer Identification Number (Federal Identification
Number):
(b) Social Security Number:
4. If awarded the bid for the aforementioned project, the
undersigned agrees to forward to the City of Lubbock within —
ten days after the execution of any subcontractor(s) a list
of all subcontractors who will be employed on said project.
This list will consist of the subcontractor's legal name and
business address.
ky�
Contractor
Date - 2 -i (
_ ;
PRELIMINARY STATEMENT OF WORK FORCE NEEDS
CONTRACTOR'S NAME NATURE OF CONTRACT
ADDRESS AMOUNT OF CONTRACT
r
f
ANTICIPATED
OCCUPATIONAL
ANTICIPATED
NUMBER OF
ANTICIPATED NUMBER OF
CATEGORIES
TO BE UTILIZED
NON -TRAINEE
POSITIONS
TRAINEE POSITIONS
i
+ r
r
This form is to be completed by all contractors prior to signing any contract.
i
1 i
(THIS PAGE LEFT BLANK INTENTIONALLY)
CONTRACT
(THIS PAGE LEFT BLANK INTENTIONALLY)
CONTRACT
THE STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered into this 27th day of
June, 1991, by and between the
City of Lubbock, County of
Lubbock,
State of Texas, acting
by and through
B.C. McMinn,
Mayor,
and thereunto authorized to do so,
hereinafter
referred
to as OWNER, and LDC
Construction of
the City of
Lubbock,
County of Lubbock, and
State of Texas,
hereinafter
referred
to as CONTRACTOR.
WITNESSETH: That for and in consideration of the
payments and agreements hereinafter mentioned, to be made
and performed by the OWNER and under the conditions
expressed in the bond bearing even date herewith (if any),
the CONTRACTOR hereby agrees with the OWNER to commence and
complete the construction of certain improvements described
as follows:
Bid #11347 - GUADALUPE NEIGHBORHOOD ENTRANCE SIGN IN THE
AMOUNT OF $24,377.00.
and all extra work in connection herewith, under the terms
as stated in the Contract Documents and at his (or their)
own proper cost and expense to furnish all materials,
supplies, machinery, equipment, tools, superintendence,
labor, insurance and other accessories and services
necessary to complete the said construction in accordance
with the Contract Documents, as defined in the General
Conditions of the Agreement.
The CONTRACTOR hereby agrees to commence work within
ten (10) days after the date written notice to do so shall
have been given to him and to substantially complete same
within the time specified in the Contract Documents.
The OWNER agrees to pay the CONTRACTOR in current funds
for the performance of the Contract in accordance with the
proposal submitted therefor, subject to additions and
deductions, as provided in the Contract Documents, and to
make payment on account thereof as provided therein.
IN WITNESS WHEREOF, the parties to these presents have
executed this contract in five (5) counterparts, each of
which shall be deemed an original, in the year and day first
above mentioned.
CITY OF LUBBOCK, TEXAS
Tit�TT�
�'_`._ -Ccretary
VED AS TO FO
LDC CONTRUCTION
CONT OR
BY: A
TITLE: _ \� l)
ATTEST:
Mayor
( _.chi! •'.-,( '% "� t� i-"
Secretary
COMPLETE ADDRESS:
PO BOX 65251
LUBBOCK, TX 79464
GENERAL CONDITIONS OF THE AGREEMENT
(THIS PAGE LEFT BLANK INTENTIONALLY)
INDEX TO GENERAL CONDITIONS
1. Owner
2. Contractor
3. Owner's Representative and Architect or Consulting Engineer
-- 4. Contract Documents
5. Interpretation of Specifications or Drawings
6. Subcontractor
7. Assignment
8. Written Notice
9. Work
10. Substantially Completed
11. Layout of Work
12. Keeping of Plans and Specifications Accessible
13. Right of Entry and Inspection
® 14. Lines and Grades
15. Architect's Authority and Duty
16. Superintendence and Inspections
17. Contractor's Duty and Superintendence
18. Contractor's Understanding
19. Character of Workmen
20. Construction Plant
21. Sanitation
22. Observation and Testing
23. Defects and Their Remedies
24. Changes and Alterations
25. Extra Work
26. Discrepancies and Omissions
27. Right of Owner to Modify Methods and Equipment
28. Protection Against Accident to Employees and the -Public
29. Contractor's.Insurance: Scope of.Insurance and Special
Hazards
30. Protection Against Claims of Subcontractors, Laborers,
Materialmen and Furnishers of -Machinery, Equipment and
.Supplies _-
31. Protection Against Royalties or Patent Invention
32. Laws and Ordinances
33. Time for Completion and Liquidated Damages
34. Time and Order of Completion
35. Extension of Time
36. Hindrance and Delays
37. Quantities and Measurements
38. Protection of Adjoining Property
39. Price for Work
40. Construction Schedule & Periodic Estimates
41. Payments to Contractor
42. Payrolls and Basic Payroll Records of Contractor and
Subcontractor
43. Minimum Wages
44. Posting Wage Determination Decisions and Authorized Wage
Deductions
45. Employment of Laborers or Mechanics Not Listed in Aforesaid
Wage Determination Decisions
46. Specific Coverage of Certain Types of Work by Employees
47. Underpayments of Wages or Salaries
48. Anticipated Costs of Fringe Benefits
49. Fringe Benefits not Expressed as Hourly Wage Rates
50. Overtime Compensation Required by Contract Work Hours and
Safety Standards Act (76 Stat. 357-360: Title 40 U.S.C.,
Sections 327-332)
51. Employment of Apprentices/Trainees
52. Employment of Certain Persons Prohibited
53. Regulations Pursuant to So -Called "Anti -Kickback Act"
54. Complaints, Proceedings or Testimony by Employees
55. Claims and Disputes Pertaining to Wage Rates
56. Questions Concerning Certain Federal Statutes and Regu-
lations
57. Final Completion and Acceptance
58. Final Payment
59. Correction of Work Before Final Payment for Work
60. Correction of Work After Final Payment
61. Payment Withheld
62. Delayed Payment
63. Time of Filing Claims
64. Arbitration
65. Abandonment by Contractor
66. Abandonment by Owner
67. Losses from Natural Causes
68. Independent Contractor
69. Cleaning Up
70. Contractor's Right to Terminate
71. Right of the Owner to Terminate Contract
72. Breach of Foregoing Federal Labor Standards Provisions
73. Interest or Member of or Delegate to Congress
74. Other Prohibited Interests
75. Special Equal Opportunity Provisions
76. Certification of Compliance with Air and Water Acts
77. Special Conditions Pertaining to Hazards Safety Standards
and Accident Prevention
78. Nondiscrimination against the handicapped (Sec. 504)
GENERAL CONDITIONS OF THE AGREEMENT
1. OWNER
Whenever the word "Owner", or the expression "Party of the
First Part", or "First Party", are used in this Contract, they
shall be understood as referring to the City of Lubbock, Texas.
2. CONTRACTOR
Whenever the word "Contractor", or the expression "Party of
the Second Part", or "Second Party", are used, they shall be
understood to mean the person, persons, co -partnership or
corporation, to wit: LDC CONSTRUCTION who has agreed to perform the
work embraced in this Contract, or to his or their legal
representative.
3. OWNER'S REPRESENTATIVE AND ARCHITECT OR CONSULTING ENGINEER
a. Whenever the term Owner's Representative is used in
this Contract, it shall be understood as referring to Carlos Vigil,
Park Development Supervisor, of the City of Lubbock, or to such other
representative, supervisor or inspector as may be authorized by
said Owner to act as Owner's Representative under this Agreement.
Owner's Representative may designate engineerings, supervisors or
inspectors wh will act for Owner under the direction of Owner's
Representative, but such engineers, supervisors or inspectors
shall not directly supervise the Contractor or men acting in
behalf of the Contractor. The Owner's Representative shall have
authority to approve change orders involving a decrease or
increase in cost of Five Thousand ($5,000.00) Dollars or less.
b. Owner has designated Carlos Vigil, Park Development
Supervisor, to perform the duties of Architect or Consulting
Engineer on the project to be constructed pursuant to this
Contract. The Architect or Consulting Engineer will administer
this Contract during construction and until final payment is due
-- or until the Owner's Representative terminates, modifies or
limits the duties which are the responsibility of the Architect
as hereinafter set forth, in which case the Owner's
Representative or his appointed agent shall perform any duties so
terminated, limited or modified. The word "Architect" when used
in this agreement shall mean either Architect or Consulting Engineer.
4. CONTRACT DOCUMENTS
The Contract's Documents shall consist of the Notice to
_ Bidders, Information for Bidders, Bid Proposal, Singed Agreement,
Statutory Bonds (if required), General Conditions of the Agree-
1
ment, Exhibits A and B to the General Conditions, Special
Conditions of the Agreement (if any), Specifications, Drawings,
Insurance Certificate and all other documents made available to
Bidder for his inspection in accordance with the Notice to
Bidders, as well as all Addenda issued prior to the execution of
the Signed Agreement, and all Modifications, such as Change
Orders, written interpretations and written orders for minor
changes in the work which are issued by the Architect as
hereinafter authorized. The intent of the Contract Documents is
to include all items necessary for the proper execution and
completion of the work. The Contract Documents are
complementary, and what is required by any one shall be as
binding as if required by all. Work not covered in the Contract
Documents will not be required unless it is consistent therewith
and reasonably inferable therefrom as being necessary to produce
the intended results.
In the event Special Conditions are contained herein as part
of the Contract Documents and said Special Conditions conflict
with any of the General Conditions contained in this Contract,
then in such event the Special Conditions shall control.
The Contract Documents shall not be construed to create any
contractual relationship of any kind between the Architect and
the Contractor.
5. INTERPRETATION OF SPECIFICATIONS OR DRAWINGS
Whenever in the Specifications or Drawings accompanying this
Agreement the terms of description of various qualities relative
to finish, workmanship or other qualities of similar kind which
cannot, from their nature, be specifically and clearly described
and specified, but are necessarily described in general terms,
the fulfillment of which must depend on individual judgment,
then, in all such cases, any question of the fulfillment of said
Specifications or Drawings shall be decided by the Architect, and
said work shall be done in accordance with his interpretations of
the meaning of the words, terms or clauses defining the character
of the work.
6. SUBCONTRACTOR
A subcontractor is a person or entity who has a direct
contract with the Contractor to perform any of the work at the
site.
The Contractor may utilize the services of specialty
subcontractors on those parts of the work which, under normal
contracting practices, are performed by specialty subcontractors.
The Contractor shall not award any work to any subcontractor
without prior written approval of the Owner's Representative,
which approval will not be given until the Contractor submits to
E
-` The Contractor agrees that said work shall be prosecuted
regularly, diligently and uninterruptedly at such rate of
progress as will insure full completion thereof within the time
specified. It is expressly understood and agreed by and between
the Contractor and the Owner that the time for the completion of
the work described herein is a reasonable time for the comple-
tion of the same, -taking into consideration the average climatic
range and usual industrial conditions prevailing in the locality.
If the said Contractor shall neglect, fail or refuse to
— complete the work within the .time herein specified, or any proper
extension thereof granted by the Owner, then the Contractor does
hereby agree, as a part of the consideration for the awarding of
this Contract, to pay to the Owner the amount specified in the
Bid Proposal, not as a penalty, but as liquidated damages for
such breach of Contract as hereinafter set forth, for each and
every calendar day that the Contractor shall be in default after
the time stipulated in the Contract for completing the work.
The said amount is fixed and agreed upon by and between the
Contractor and the Owner because of the impracticability and
extreme difficulty of fixing and ascertaining the actual damages
the Owner would in such event sustain, and said amount is agreed
to be the amount of damages which the Owner would sustain, and
said amount shall be permanently retained from time to time by
the Owner from current periodical estimates.
It is further agreed that time is of the essence for each
and every portion of this Contract and of the.specifications
wherein a definite and certain length of time is fixed for the
performance of any act whatsoever; and where, under the Contract,
additional time is allowed for the completion of any work, the
new time limit fixed by such extension shall be of the essence of
this Contract. Provided, that the Contractor shall not be
charged with liquidated damages or any excess cost when the Owner
determines that the Contractor is without fault and the Contrac-
tor's reasons for the time extension are acceptable to the Owner.
Provided, further, that the Contractor shall not be charged with
liquidated damages or any excess cost when the delay in comple-
tion of the work is due:
(a) To any preference, priority or allocation order duly
issued by the Government.
(b) To any unforeseeable cause beyond the control and
without the fault or negligence of the Contractor,
including, but not restricted to, acts of God or of
the public enemy, acts of the Owner, acts of another
Contractor in the performance of a contract with the
Owner, fires, floods, epidemics, quarantine restric-
tions, strikes, freight embargoes or severe weather;
and
- 19 -
(c) To any delays of subcontractors or suppliers occasioned
by any of the causes specified in subsections (a) or
(b) of this section.
Provided further, that the Contractor shall, within ten (10)
days from the beginning of such delay, unless the Owner shall
grant a further period of time prior to the date of final
settlement of the Contract, notify the Owner's Representative, in
writing, of the causes of the delay, who shall ascertain the
facts and extent of the delay and notify the Contractor within a
reasonable time of the Owner's decision in the matter.
34. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this Contract, unless
otherwise herein specifically provided, that the Contractor shall
be allowed to prosecute his work at such time and sessions, in
such order or precedence, and in such manner as shall be most
conducive to economy of construction; provided, however, that the
order and time of prosecution shall be such that the work shall
be substantially completed as a whole and in part, in accozdance
with this Contract, the plans and specifications, and within the
time of completion designated in the proposals; provided, also,
that when the Owner is having other work done, either by contract
or by his own force, the Owner's Representative may direct the
time and manner of construction work done under this Contract so
that conflicts will be avoided and the construction of the
various works being done for the Owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably
be requested by the Owner's Representative or Architect, sche-
dules which shall show the order in which the Contractor pro-
poses to carry on the work, with dates at which the Contractor
will start the several parts of the work, and estimated dates of
completion of the several parts.
35. EXTENSION OF TIME
The Contractor agrees that he has submitted his proposal in
full recognition of the time required for the completion of this
project, taking into consideration the average climatic range and
industrial conditions prevailing in this locality, and has
considered the liquidated damage provisions of section 33
hereinabove set forth, and that he shall not be entitled to, nor
will he request, an extension of time an this Contract, except
when his work has been delayed by an act or neglect of the Owner,
Owner's Representative, the Architect, employees of the Owner or
other contractors employed by the Owner, or by changes ordered in
the work, or by strike, walk -outs, acts of God or the public
enemy, fire or flood. The Contractor may apply in writing for ar
extension of time, submitting therewith all written justifica-
tions as may be required by the Owner's Representative for such
an extension. The Owner's Representative within ten (10) days
after receipt of a written request for an extension of time by
- 20 -
the Contractor, supported by all requested documentation shall
then submit such written request to the City Council of the City
of Lubbock for its consideration. Should the Contractor disagree
with the action of the City Council, such disagreement shall be
settled by arbitration as hereinafter provided.
36. HINDRANCE AND DELAYS
In executing this Agreement, the Contractor agrees that in
undertaking to complete the work within the time herein fixed, he
has taken into consideration and made allowances for all hin-
drances and delays incident to such work, whether growing out of
delays in securing material or workmen or otherwise. No charge
shall be.made by the C.ontract-or for hindrance or delays from any
cause during the progress of any part of the work embraced in
this Contract except where the work is stopped by order of the
Owner or Owner's Representative for the Owner's convenience, in
which event such expense, as in the judgment of the Owner's
Representative is caused by such stoppage, shall be paid by Owner
to Contractor.
37. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be
allowed, but the actual measured or computed length, area, solid
contents, number and weight only shall be considered, unless
otherwise specifically provided.
In the event this Contract is let on a unit price basis,
then Owner and Contractor agree that this Contract, including the
specifications, drawings and other Contract Documents are
intended to show clearly all work to be done and material to be
-- furnished hereunder. Where the estimated quantities are shown
for the various classes of work to be done and material to be
furnished under this Contract, they are approximations and are to
be used only as a basis for estimating the probable cost of the
work and for comparing their proposals offered for the work. It
is understood and agreed that the actual amount of work to be
done and the materials to be furnished under this Contract may
differ somewhat from these estimates, and that where the basis
for payment under this Contract is the unit price method, payment
shall be for the actual amount of work done and materials
- furnished on the project.
38. PROTECTION OF ADJOINING PROPERTY
The Contractor shall take proper means to protect the
adjacent or adjoining property or properties in any way en-
countered and which may be injured or damaged by any
process of construction to be undertaken under this Agreement,
and he shall be liable for any and all claims for such injury or
damage on account of his failure to fully protect all adjacent
_- property. The Contractor agrees to indemnify, save and hold
harmless the Owner against any claim or claims for damages due
- 21 -
to any injury.to any adjacent or adjoining property arising or
growing out of the performance of this Contract, but such
indemnity shall not apply to any claim of any kind arising out
of the existence or character of the work. _
39. PRICE FOR WORK
In consideration of furnishing all necessary labor, equip-
ment and material and the completion of all work by•the Contrac-
tor, and on the delivery of all materials -embraced in this
Contract in full conformity with -the specifications and stipu-
lations herein contained, the Owner agrees to pay the Contractor
the price set forth in the proposal attached hereto, which has
been made a part of this Contract, and the Contractor hereby
agrees to receive such price in full for furnishing all labor,
equipment and material required for the aforesaid work, and for
all expenses incurred by him, and for well and truly performing
the same and the whole thereof in the manner and according to -
this Agreement, the attached specifications, drawings, Contract
Documents and requirements of the Architect and the Owner's
Representative.
40. CONSTRUCTION SCHEDULE & PERIODIC ESTIMATES
Immediately after execution and delivery of the Contract,
and before the first partial payment is made, the Contractor
shall deliver to the Owner's Representative and to the Architect
an estimated construction progress schedule in a form satisfac-
tory to the Owner's Representative and Architect, showing the
proposed dates of commencement and completion.of each of the
various subdivisions of work required under the Contract Docu-
ments and the anticipated amount of each monthly payment that
will become due the Contractor in accordance with the progress
schedule. The Contractor shall also furnish on forms to be
supplied by the Owner (a) a detailed estimate giving a complete
breakdown of the Contract price and (b) periodic itemized
estimates of work done for the purpose of making partial payments
thereon. The costs employed in making up any of these schedules
will be used only for determining the basis of partial payments
and will not be considered as fixing a basis for additions to or
deductions from the Contract price.
At least fifteen days before the date for each progress
payment established in Section 41 of these General Conditions,
the Contractor shall submit to the Architect an itemized Appli-
cation for Payment, notarized if required, supported by such data
substantiating the Contractor's right to payment as the Owner or
the Architect may require, and reflecting retainage, if any, as
provided elsewhere in the Contract Documents.
Unless otherwise provided in the Contract Documents,
payments will be made on account of materials or equipment not
incorporated in the work but delivered and suitably stored at
the site.
- 22 -
The Contractor warrants that title to all work, materials
and equipment covered by an application for payment will pass to
the Owner either by incorporation in the construction -or upon
the receipt of payment by the Contractor, whichever occurs first,
free and clear of all liens, claims, security interests or
encumbrances, hereinafter referred to as "liens", and that no
work, materials or equipment covered by-an_Application for
Payment will have been acquired by the Contractor, or by any
other person performing work at the site or furnishing materials
and equipment for.the project, subject to an agreement under _
which an interest. therein or an encumbrance thereon is retained
— by the seller or otherwise imposed by the Contractor or such
other person.
-" The Architect will, within seven days after the receipt of
the Contractor's Application for Payment, either issue a Certi-
ficate for Payment to the Owner, with a copy to the Contractor,
for such amount as the Architect determines is properly due, or
notify the Contractor in writing of his reasons for withholding a
Certificate.
The issuance of a Certificate for Payment will constitute a
representation by the Architect to the Owner, based on the
Architect's observations at the site and the data comprising the
Application for Payment, that the work has progressed to the
point indicated; that, to the best of his knowledge, information
and belief, the quality of the work is in accordance with the
_ Contract Documents (subject to an evaluation of the work for
conformance with the Contract Documents upon Substantial Comple-
tion, to the results of any subsequent tests required by or
performed under the Contract Documents, to minor deviations from
— the Contract Documents correctable prior to completion, and to
any specific qualifications stated in his Certificate); and that
the Contractor is entitled to payment in the amount certified.
However, by issuing a Certificate for Payment, the Architect
shall not thereby bedeemed to represent that he has made exhaus-
tive or continuous on -site inspections to check the quality or
_ quantity of the work, or that he has reviewed the construction
means, methods, techniques, sequences or procedures, or that he
has made any examination to ascertain how or for what purpose
the Contractor has used the moneys previously paid on account of
the Contract Sum.
41. PAYMENTS TO CONTRACTOR
After the Architect has issued a Certificate for Payment,
and not later than the 25th day of each calendar month, the Owner
shall make a progress payment to the Contractor on the basis of a
duly certified and approved estimate of the work performed during
the preceding calendar month under this Contract, but to insure
the proper performance of this Contract, the Owner shall retain
five percent (510) of the amount of each estimate until final
completion and acceptance of all work covered by this Contract:
- 23 -
Provided, that the Contractor shall submit his estimate not later
than the first day of the month; Provided, further, that the
Owner at any time after fifty percent 50110) of the work has been
completed, if it finds that satisfactory progress is being made,
may make any of the remaining progress payments in full; Pro-
vided, further, that on completion and acceptance of each
separate building, public work or other division of the Con-
tract, on which the price is stated separately in the Contract,
payment may be made in full, including retained -percentages
thereon, less authorized deductions.
In preparing estimates, the material delivered on the site
and preparatory work done may be taken into consideration.
All material and work covered by partial payments made shall
thereupon become the sole property of the Owner, but this
provision shall not be construed as relieving the Contractor
from the sole responsibility for the care and protection of
materials and work upon which payments have been made, or the
restoration of any damaged work, or as a waiver of the right of
the Owner to require the fulfillment of all the terms of the
Contract.
Owner's Right To Withhold Certain Amounts and Make Applica-
tion Thereof: The Contractor agrees that he will indemnify and
save the Owner harmless from all claims growing out of the lawful
demands of subcontractors, laborers, workmen, mechanics, mate-
rialmen and furnishers of machinery and parts thereof, equip-
ment, power tools and all supplies, including commissary,
incurred in the furtherance of the performance of the Contract.
The Contractor shall, at the Owner's request, furnish satisfac-
tory evidence that all obligations of the nature hereinabove
designated have been paid, discharged or waived. If the
Contractor fails so to do, then the Owner may, after having
served written notice on the said Contractor, either directly pay
unpaid bills of which the Owner has written notice, or withhold
from the Contractor's unpaid compensation a sum of money deemed
reasonably sufficient to pay any and all such lawful claims until
satisfactory evidence is furnished that all liabilities have been
fully discharged, whereupon payment to the Contractor shall be
resumed in accordance with the terms of this Contract, but in no
event shall the provisions of this sentence be construed to
impose any obligations upon the Owner to either the Contractor or
his Surety. In paying any unpaid bills of the Contractor, the
Owner shall be deemed the agent of the Contractor, and any
payment so made by the Owner shall be considered as a payment
made under the Contract by the Owner to the Contractor, and the
Owner shall not be liable to the Contractor for any such payments
made in good faith.
No Certificate for a progress payment, nor any progress
payment, nor any partial or entire use or occupancy of the
project by the Owner, shall constitute an acceptance of any work
not in accordance with the Contract Documents.
- 24 -
The Contractor shall promptly.pay each subcontractor, upon
receipt of payment from the Owner, out of the amount paid to the
Contractor on account of such subcontractor's work, the amount to
which said subcontractor is -entitled, reflecting the percentage
act,ually retained, if any-, from payments to the Contractor on
account of such subcontractor's work. The Contractor shall, by
an appropriate agreement with each subcontractor, require each
subcontractor to make payments to his sub -subcontractors in
similar manner.
42. PAYROLLS AND BASIC PAYROLL RECORDS OF CONTRACTOR AND
SUBCONTRACTORS
The Contractor and each subcontractor shall prepare their
-- payrolls on forms satisfactory to and in accordance with in-
structions to be furnished by the Local Public Agency or Public
Body. The Contractor shall submit weekly to the Local Public
Agency or Public Body two certified copies of all payrolls of the
Contractor and of the subcontractors, it being understood that
the Contractor shall be responsible for the submission of copies
of payrolls of all subcontractors. Each such payroll shall'
contain the "Weekly Statement of Compliance" set forth in Section
3.3 of Title 29, Code of _Federal Regulations.. -___The.. -payrolls and
basic payroll records of the Contractor and each subcontractor
- covering all laborers and mechanics employed upon the work
covered by this Contract shall be maintained during the course of
the work and preserved for a period of three (3) years there-
after. Such payrolls and basic payroll records shall contain the
name and address of each such employee, his correct classifica-
tion, rate of pay (including rates of contributions or costs
anticipated of the types described in Section 1(b)(2) of the
Davis -Bacon Act), daily and weekly number of hours worked,
deductions made and actual wages paid. In addition, whenever the
Secretary of Labor has found under Section 5.5(a)(1)(iv) of Title
29, Code of Federal Regulations, that the wages of any laborer or
mechanic include the amount of any costs reasonably anticipated
in providing benefits under a plan or program described in
Section 1(b)(2)(B) of the Davis -Bacon Act, the Contractor or
subcontractor shall maintain records which show that the
commitment to provide such benefits is enforceable, that the plan
or program is financially responsible and that the plan or
program has been communicated in writing to the laborers or
mechanics affected, and records which show the costs anticipated
or the actual cost incurred in providing such benefits. The
Contractor and each subcontractor shall make their employment
records with respect to persons employed by them upon the work
covered by this Contract available for inspection by authorized
representatives of the Secretary of Housing and Urban Develop-
ment, the Local Public Agency or Public Body and the United
States Department of Labor. Such representatives shall be
permitted to interview employees of the Contractor or of any
subcontractor during working hours on the job.
- 25 -
43. MINIMUM WAGES (See Exhibit B: In excess of $2,000)
All laborers and mechanics employed upon the work covered by
this Contract shall be paid unconditionally and not less often
than once each week, and without subsequent deduction -or rebate
on. Iany account (except such payroll deductions as are made
mandatory by law and such other payroll deductions as are
permitted by the applicable regulations issued by the Secretary
of Labor, United States Department of Labor, pursuant to the
Anti -Kickback Act hereinafter identified), the full amount due at
time of payment computed at wage rates not less than those
contained in the wage determination decision of said Secretary of
Labor (-a copy --of which --is inc-luded-in Exhibit B)--regardless of
any contractual relationship which may be alleged to exist
between the Contractor or any subcontractor and such laborers and
mechanics. All laborers and mechanics employed upon such work
shall be paid in cash, except that payment may be by check if the
employer provides or secures satisfactory facilities approved by
the Local Public Agency or Public Body for the cashing of the
same without cost or expense to the employee. For the purpose of
this clause, contributions made or costs reasonably anticipated
under Section 1(b)(2) of the Davis -Bacon Act on behalf of --
laborers or mechanics are considered wages paid to such laborers
or mechanics, subject to the provisions of Section 5.5(a)(1)(iv)
of Title 29, Code of Federal Regulations. Also for the purpose
of this clause, regular contributions made or costs incurred for
more than a weekly period under plans, funds or programs, but
covering the particular weekly period, are deemed to be con-
structively made or incurred during such weekly period.
44. POSTING WAGE DETERMINATION DECISIONS AND -AUTHORIZED WAGE
DEDUCTIONS
The applicable wage poster of the Secretary of Labor, United
States Department of Labor, and the applicable wage determination
decisions of said Secretary of Labor with respect to the various
classification of laborers and mechanics employed and to be
employed upon the work covered by this Contract, and a statement
showing all deductions, if any, in accordance with the provisions
of this Contract, to be made from wages actually earned by
persons so employed or to be employed in such classifications,
shall be posted at appropriate conspicuous points at the site of
the work.
45. EMPLOYMENT OF LABORERS OR MECHANICS NOT LISTED IN AFORESAID
WAGE DETERMINATION DECISIONS
Any class of laborers or mechanics which is not listed in
the wage determination decisions and which is to be employed
under the Contract will be classified or reclassified conform-
ably to the wage determination by the Local Public Agency or
Public Body, and a report of the action taken shall be submitted
by the Local Public Agency or Public Body, through the Secretary
of Housing and Urban Development, to the Secretary of Labor,
- 26 -
United States Department of Labor. In the event the interested
parties cannot agree on the proper classification or reclassi-
fication of.a particular class of laborers and mechanics to be
used, the question, accompanied by the recommendation of the
Local Public Agency or Public'Body, shall be referred, through
-' the Secretary of Housing and Urban Development, to the Secretary
of Labor for final determination.
46.
SPECIFIC COVERAGE OF CERTAIN TYPES OF WORK BY EMPLOYEES
The transportation_of materials and supplies to or from the
site of the Project or Program to which this Contract pertains
by the employees of the Contractor or of any subcontractor, and
the manufacturing or furnishing of materials, articles, supplies
or equipment on the site of the Project or Program to which this
Contract pertains by persons employed by the Contractor or by
any subcontractor, shall, for the purposes of this Contract, and
without limiting the generality of the foregoing provisions of
this Contract, be deemed to be work to which these Federal Labor
Standards Provisions are applicable.
47. UNDERPAYMENTS OF WAGES OR SALARIES
In case of underpayment of wages by the Contractor or by any
subcontractor to laborers or mechanics employed by the Contractor
-- or subcontractor upon the work covered by this Contract, the
Local Public Agency or Public Body, in addition to such other
rights as may be afforded it under this Contract, shall withhold
from the Contractor, out of any payments due the Contractor, so
much thereof as the Local Public Agency or Public Body may
consider necessary to pay such laborers or mechanics the -full
amount of wages required by this Contract. The amount so
withheld may be disbursed by the Local Public Agency or Public
Body, for and on account of the Contractor or the subcontractor
(as may be appropriate), to the respective laborers or mechanics
-- to whom the same is due, or on their behalf to plans, funds or
programs for any type of fringe benefit prescribed in the
applicable determination.
48. ANTICIPATED COSTS OF FRINGE BENEFITS
_ If the Contractor does not make payments to a trustee or
other third person, he may consider as part of the wages of any
laborer or mechanic the amount of any costs reasonably antici-
pated in providing fringe benefits under a plan or program of a
type expressly listed in the wage determination decisions of the
Secretary of Labor, which are a part of this Contract: Provided,
the Secretary of Labor has found, upon the written request of the
Contractor, that the applicable standards of the Davis -Bacon Act
have been met. The Secretary of Labor may require the Contractor
to set aside, in a separate account, assets for meeting the
obligations under the plan or program. A copy of any findings
made by the Secretary of Labor in respect to fringe benefits
- 27 -
being provided by the Contractor must be submitted to the Local
Public Agency or Public Body with the first payroll filed by the
Contractor subsequent to receipt of the findings.
k.�. INGE...BENEF.ITS.NOT ..EXPRESSE D.-AS .HOUR.LY WAGE RATES
The Local Public Agency or Public Body shall require,
whenever the minimum rate prescribed in the Contract for a class
of laborers or mechanics includes a fringe benefit which is not
expressed -as -an hourly -wage -rate, -and the Contractor is obligated
to pay the cash equivalent of such a fringe benefit, an hourly
cash equivalent thereof to be established. In the event the
interested parties cannot agree upon a cash equivalent -of the
fringe benefit, the question, accompanied by the recommendation
of the Local Public Agency or Public Body, shall be referred,
'through the Secretary of Housing and Urban Development, to the
Secretary of Labor for determination. -
50. OVERTIME COMPENSATION REQUIRED BY CONTRACT WORK HOURS AND
SAFETY STANDARDS ACT (76 STAT. 357-360: TITLE 40 U.S.C.,
SECTIONS 327-332
(a) Overtime requirements. No Contractor or subcontractor
contracting for any part of the Contract work which may require
or involve the employment of laborers or mechanics, including
watchmen and guards, shall require or permit any laborer or
mechanic in any work week in which they are employed on such work
to work in excess of 40 hours in such work week unless such
laborer or mechanic receives compensation at a rate not less than
one and one-half times their basic rate of pay for all hours
worked in excess of 40 hours in such work week.
(b) Violation: Liability for unpaid wages and liquidated
damaqes. In the event of any violation of the clause set forth
in paragraph (a) of this Section, the Contractor and any subcon-
tractor responsible therefor shall be liable to any affected
employee for his unpaid wages. In addition, such Contractor and
subcontractor shall be liable to the United States for liquidated
damages. Such liquidated damages shall be computed with respect
to each individual 1-aborer or mechanic employed in violation of
the clause set forth in -paragraph (a) in the sum of $10 for each
calendar day on which such employee was required or permitted to
work in excess of the standard work week of 40 hours without
payment of the overtime wages required by the clause set forth in
paragraph (a).
(c) Withholding for liquidated damaqes. The Local Public
Agency or Public Body shall withhold or cause to be withheld from
any moneys payable on account of work performed by the Contractor
or any subcontractor such sums as may administratively be
determined to be necessary to satisfy any liabilities of such
Contractor or subcontractor for liquidated damages as provided in
the clause set forth in paragraph (b) of this Section.
(d)--Subcontracts.- The -Contractor shall -insert in any
subcontracts the clauses set forth in paragraphs (a), (b) and
(c) of this Section and also a clause requiring the subcon-
tractors to include these clauses in any lower tier subcontract
which they may enter into, together with a clause requiring this
insertion in any further subcontracts that may in turn be made.
5% EMPLOYMENT OF APPRENTICES/TRAINEES
(a) Apprentices will be permitted to work at less than the
predetermined rate for the work they perform when they are
employed and individually registered in a bona fide apprentice-
ship program registered with the U. S. Department of Labor,
Manpower Administration, Bureau of Apprenticeship and Training,
or with a State Apprenticeship Agency recognized by the Bureau,
or if a person -is employed in his first 90-days of probationary
employment as an apprentice in such an apprenticeship program who
is not individually registered in the program, but who has been
certified by --the Bureau of Apprenticeship and Training or a State
Apprenticeship Agency (where appropriate) to be eligible for
probationary employment as an apprentice. The allowable ratio of
apprentices to journeymen in any craft classification shall not
be greater than the ratio permitted to the Contractor as to his
entire work force under the registered program. Any employee
listed on a payroll at an apprentice wage rate who is not a
trainee as defined in paragraph (b) of this Section, or is not
registered or otherwise employed as stated above, shall be paid
the wage rate determined by the Secretary of Labor for the
classification of work he actually performs. The Contractor or
subcontractor will be required to furnish to the contracting
officer, or a representative of the Wage -Hour Division of the
U.S. Department of Labor, written evidence of the registration of
his program and apprentices, as well as the appropriate ratios
and wage rates (expressed in percentages of the journeymen hourly
rates), for the area of construction prior to using any appren-
tice on the Contract work. The wage rate paid apprentices shall
be not less than the appropriate percentage of the journeyman's
rate contained in the applicable wage determination.
(b) Trainees. Except as provided in 29 CFR 5.15, trainees
will not be permitted to work at less than the predetermined rate
for the work performed unless they are employed pursuant to and
individually registered in a program which has received prior
approval, evidenced by formal certification, by the U. S.
Department of Labor, Manpower Administration, Bureau of Appren-
ticeship and Training. The ratio of trainees to journeymen shall
not be greater than permitted under the plan approved by the
Bureau of Apprenticeship and Training. Every trainee must be
paid at not less than the rate specified in the approved program
for his level of progress. Any employee listed on the payroll at
- 29 -
a trainee rate who is not registered and participating in a
training plan approved by the Bureau of Apprenticeship and
Training shall be paid not less than the wage rate determined by
the Secretary of Labor for the classification of work he actually
performs. The.,Contractor or subcontractor will be required to
furnish the con-t-racting officer or a representative of the
Wage -Hour Division of.the U.S. Department of Labor written
evidence of the certification of his program, the registration of
the trainees and the ratios and wage rates prescribed in that
program. In the event the Bureau of Apprenticeship and Training
withdraws approval of a training program, the Contractor will no
longer be permitted to utilize trainees at less than the appli-
cable predetermined rate far ---the work performed until an accept-
able program is approved.
(c) Equal Employment Opportunity. The utilization of
apprentices, trainees and journeymen under this part shall be in
conformity with the equal employment opportunity requirements of
Executive Order 11246, as amended, and 29 CFR Part 30.
52. EMPLOYMENT OF CERTAIN PERSONS PROHIBITED
No person under the age of sixteen years and no person who,
at the time, is serving sentence in a penal or correctional
institution shall be employed on the work covered by this
Contract.
53. REGULATIONS PURSUANT TO SO-CALLED "ANTI -KICKBACK ACT"
The Contractor shall comply with the applicable regulations
(See Exhibit A, attached and herein incorpo-
rated by reference) of the Secretary of Labor, United States
Department of Labor, made pursuant to the so-called "Anti -Kick-
back Act" of June 13, 1934 (48 Stat. 948, 62 Stat. 862, 63 Stat.
108, 72 Stat. 967; 62 Stat. 740: Title 18 U.S.C., Section 874
and Title 40 U.S.C., Section 276c) and any amendments or modi-
fications thereof, and shall cause appropriate provisions to be
inserted in subcontracts to insure compliance therewith by all
subcontractors subject thereto, and shall be responsible for the
submission of affidavits required by subcontractors thereunder,
except as said Secretary of Labor may specifically provide for
reasonable limitations, variations, tolerances and exemptions
from the requirements thereof.
54. COMPLAINTS, PROCEEDINGS OR TESTIMONY BY EMPLOYEES
No laborer or mechanic to whom the wage, salary or other
labor standards provisions of this Contract are applicable shall
be discharged or in any other manner discriminated against by the
Contractor or any subcontractor because such employee has filed
any complaint or instituted or caused to be instituted any
proceeding or has testified or is about to testify in any
proceeding under or relating to the labor standards applicable
to his employer under this Contract.
- 30 -
55. CLAIMS AND DISPUTES PERTAINING TO WAGE RATES
Claims and disputes pertaining to wage rates o
sifications of.laborers and mechanics employed upon
covered by this Contract shall be promptly reported
Contractor, in writing, to the Local Public Agency
for referral by the latter through the Secretary of
Urban Development to the Secretary of Labor, United
Department of Labor, whose decision shall be final
thereto._
r to clas-
the work
by the
or Public Body
Housing and
States
with respect
56. QUESTIONS CONCERNING CERTAIN FEDERAL STATUTES AND
REGULATIONS
. . All questions arising -under -this Contract which relate to
the application or interpretation of (a) the aforesaid Anti -
Kickback Act, (b) the Contract Work Hours and Safety Standards
Act, (c) the aforesaid Davis -Bacon Act, (d) the regulations
issued by the Secretary of Labor, United States Department of
Labor, pursuant--to-said -Acts---or- (e)-the labor standards pro-
visions of any other pertinent Federal statute, shall be_re-
ferred, through the Local Public Agency or Public Body and the
Secretary of Housing and Urban Development, to the Secretary of
Labor, United States Department of Labor, for said Secretary's
appropriate ruling or interpretation, which shall be authori-
tative and may be relied upon for the purposes of this Contract.
57. FINAL COMPLETION AND ACCEPTANCE
When the Contractor considers that the work, or a designated
portion thereof which is acceptable to the Owner, is substan-
tially complete as defined, the Contractor shall prepare for
submission to the Architect a list of items to be completed or
corrected. The failure to include any items on such list does
not alter the responsibility of the Contractor.to complete all
work in accordance with the Contract Documents.
Within thirty-one (31) days after the Contractor has given
the Architect written notice that the work has been completed or
substantially completed, the Architect and the Owner's Represen-
tative shall inspect the work and within said time, if the work
be found to be completed or substantially completed in accordance
with the Contract Documents, the Architect will then prepare a
Certificate of Substantial Completion, which shall establish the
Date of Substantial Completion, and shall fix the time within
which the Contractor shall complete the items listed therein.
Warranties required by the Contract Documents shall commence on
the Date of Substantial Completion of the Work or designated
portion thereof, unless otherwise provided in the Certificate of
Substantial Completion. The Certificate of Substantial Comple-
tion shall be submitted to the Owner and the Contractor for their
written acceptance of the responsibilities assigned to them in
such Certificate.
- 31 -
Upon Substantial Completion.of the Work or designated
portion thereof, and upon application by the Contractor and
certification by the Architect, the Owner shall within ten
(10) days issue a certificate of -acceptance of the work to.
the Contractor.
58. FINAL PAYMENT
Upon receipt of written notice that the work is ready for
final inspection and acceptance, and upon receipt of a final
Application for Payment, the Architect will promptly make such
inspection and, when he finds the work acceptable under the
Contract Documents,' and the'Contract fully performed, he will
prepare a Final Statement of the value of all work performed and
materials furnished under the terms -of the Agreement and promptly
issue a final Certificate for Payment, stating that to the best
of his knowledge, information and belief, and on the basis of his
observations and inspections, the work has been completed in
accordance with the terms and conditions of the Contract Docu-
ments, and that the entire balance found due the Contractor and
noted in said final Certificate, is due and payable. The
Architect's final Certificate for Payment will constitute a
further representation that the conditions precedent to the
Contractor's being entitled to final payment, as set forth, have
been fulfilled.
Upon receipt of the Architect's Certificate of Completion,
the Owner's Representative shall, if such Certificate is satis-
factory, submit same'to the Owner, who shall pay to the Contrac-
tor on or before the 31st day after the date of the Certificate
of Completion, the balance due Contractor under the terms of this
Agreement, provided he has fully performed his contractual.
obligations under the terms of said Agreement; and said payment
shall become due in any event upon said performance by the
Contractor. Neither the certificate of acceptance, nor the final
payment, nor any provisions in the Contract Documents shall
relieve the Contractor of the obligation for fulfillment of any
warranty which may be -required in the special conditions (if any)
of this Contract or in the specifications made a part of this
Contract.
59. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK
The Contractor shall promptly remove from the Owner's
premises all materials condemned by the Owner's Representative on
account of failure to conform to the Contract, whether actually
incorporated in the work or not, and the Contractor shall at his
own expense promptly replace such condemned materials with other
materials conforming to the requirements of the Contract. The
Contractor shall also bear the expense of restoring all work of
other contractors damaged by any such removal or replacement. If
the Contractor does not remove and replace any such condemned
- 32 -
work within a reasonable time after a written notice by the Owner
or the Owner's Representative, Owner may remove and replace it at
Contractor's expense.
60. CORRECTION OF WORK AFTER FINAL PAYMENT
Neither the final payment nor certificate nor any provision
in this Contract shall relieve the Contractor of responsibility
for faulty materials or workmanship, and he shall remedy any
defects due thereto and pay for any damage to other work result-
ing therefrom which shall appear within a period of one (1) year
from the date of substantial completion. The Owner or the
Owner's Representative shall give notice of observed defects with
reasonable promptness.
61. PAYMENT WITHHELD
The Architect may decline to certify payment, and may
withhold his Certificate in whole or in part, to the extent
reasonably necessary to protect the Owner if, in his opinion, he
is unable to make representations to the Owner as provided. If
the Architect is unable to make representations to the Owner as
provided, and to certify payment in the amount of the Applica-
tion, he will notify the Contractor. If the Contract or the
Architect cannot agree on a revised amount, the Architect will
.- promptly issue a Certificate for Payment for the amount for which
he is able to make such representations to the Owner. The
Architect may also decline to certify payment or, because of
subsequently discovered evidence or subsequent observations, he
may nullify the whole or any part of any Certificate for Payment
previously issued, or the Owner may withhold ar nullify the whole
or part of any Certificate of Payment, to such extent as may be
�- necessary to protect the Owner from loss because of:
1. defective work not remedied,
2. third party claims filed or reasonable evidence
indicating probable filing of such claims,
w- 3. failure of the Contractor to make payments properly to
subcontractors, or for labor, materials or equipment,
4. reasonable evidence that the work cannot be completed
for the unpaid balance of the Contract Sum,
5. damage to the Owner or another contractor,
6. reasonable evidence that the work will not be completed
within the Contract time,
7. persistent failure to carry out the work in accordance
with the Contract Documents, or
- 33 -
8. failure to comply with contractual obligations to meet
all federal requirements concerning labor standards.
When the above grounds are removed, or the Contractor
provides a _surety --_bond- satisfactory- to the Owner which will
protect the Owner in the amount withheld, payment shall be made
for amounts withheld because of the above grounds.
62. DELAYED PAYMENT
If within seven days after receipt of the Contractor's
Application for Payment, the Architect does not issue a.Certi-
ficate for Payment or notify.the Contractor that he is unable to
make representations to the Owner, as provided in Section 40
herein, or if the Owner does not pay the Contractor within seven
days after the date established in the Contract Documents any
amount certified by the Architect or awarded by arbitration, or
any sum due to the Contractor which is not in dispute, then the
Owner shall pay the Contractor, in addition to the sums shown as
due by such statement or Certificate, interest thereon at the
rate of zero percent per annum, unless otherwise specified, from
the date due, as provided under partial payments and final
payments heretofore set forth in this Contract, until such sums
are fully paid, which shall fully liquidate any injury to the
Contractor growing out of such delay in payment.
63. TIME OF FILING CLAIMS
It is further agreed by both parties hereto that all
questions of dispute or adjustment presented by the Contractor
shall be in writing and filed with the Owner's Representative
within fifteen (15) days after the Architect has given any
directions, orders or instructions to which the Contractor
desires to take exception. The Owner's Representative shall
reply to such written exceptions by the Contractor and render his
final decision in writing. In case the Contractor should appeal
from the decision of the Owner's Representative, any demand for
arbitration shall be filed with, the Owner's Representative and
the Owner in writing within ten (10) days after the date of
delivery to the Contractor of the final decision of the Owner's
Representative. It is further agreed that final acceptance of the
work by the Owner and the acceptance by the Contractor of the
final payment shall be a bar to any claim by either party, except
where noted otherwise in the Contract Documents.
64. ARBITRATION
All questions of dispute under this Agreement shall be
submitted to arbitration at the request of either party to the
dispute. The parties may agree upon one arbitrator, otherwise,
there shall be three; one named in writing by each party and the
third chosen by the two arbiters selected; or if the arbiters
fail to select a third arbiter within ten (10) days, he shall be
chosen by the District Judge, 72nd District of Texas. Each
- 34 -
arbiter shall be a resident of the City of Lubbock. Should the
party demanding arbitration fail to name an arbiter within ten
(10) days of the demand, his right to arbitrate shall lapse, and
the decision of the Owner's Representative shall be final and
binding on him.- Should the other party fail to choose an arbiter
within ten (10) days, the Owner's'Representative shall appoint
such arbiter. Should either party refuse or neglect to supply
the arbiters with any papers or information demanded in writing,
the arb-it-ers--are-- empowered by both parties to take Ex Parte
Proceedings.
The arbiters shall act with promptness. The decision of any
two shall be binding on both -parties to the Contract, unless
either or both parties shall appeal within ten (10) days from
date of the award by the arbiters, and it is hereby agreed that
-' each party shall have the right of appeal, and all proceedings
shall be according to and governed by the Arbitration Statutes of
Texas, being Article 224, et seq., Vernon's Annotated Civil
�- Statutes. THE DECISION OF THE ARBITERS UPON ANY QUESTION
SUBMITTED TO ARBITRATION UNDER THIS CONTRACT SHALL BE A CON-
DITION PRECEDENT TO ANY RIGHT OF LEGAL ACTION.
The arbiters, if they deem the case demands it, are autho-
rized to award the party whose contention is sustained such sums
as they deem proper for the time, expense and trouble incident to
the appeal, and if the appeal was taken without reasonable cause,
they may award damages for any delay occasioned thereby. The
arbiters shall fix their own compensation, unless otherwise
provided by agreement, and shall assess the costs and charges of
the arbitration upon either or both parties. The award of the
arbiters must be made in writing and shall not be open to
objection on account of the form of proceedings or award.
65. ABANDONMENT BY CONTRACTOR
In case the Contractor should abandon and fail or refuse to
resume work within ten (10) days after written notification from
the Owner's Representative or Architect, or if the Contractor
.- fails to comply with the orders of the Architect, when such
orders are consistent with this Contract, or the Specifications
hereto attached, then the Surety on the bond shall be notified in
writing and directed to complete the work, and a copy of said
notice shall be delivered to the Contractor.
After receiving said notice of abandonment, the Contractor
shall not remove from the work any machinery, equipment, tools,
materials or supplies then on the job, but the same, together
with any materials and equipment under the Contract for work, may
-- be held for use on the work by the Owner or the Surety of the
Contractor or another Contractor in completion of the work; and
the Contractor shall not receive any rental or credit therefore
_ (except when used in connection with Extra Work, where credit
shall be allowed as provided for under Section 25 of this
- 35 -
Contract); it being understood that the use of such equipment and
materials will ultimately reduce the cost to complete the work
and be reflected in the final settlement.
In case the Surety should fail to commence compliance with
the notice for completion hereinbefore provided for, within ten
(10) days after service of such notice, then the Owner may
provide for completion of the work in either of the following
elective manners:
(a) The Owner may employ such force of men and use of
machinery, equipment, tools, materials and supplies as said
Owner may deem necessary to complete the work and charge the
expense of such labor, machinery, equipment, tools, mate-
rials and supplies to said Contractor, and the expense so
charged shall be deducted and paid by the Owner out of such
moneys as may be due, or that may thereafter at any time
become due to the Contractor under and by virtue of this
Agreement. In case such expense is less than the sum which
would have been payable under this Contract, if the same had
been completed by the Contractor, then said Contractor shall
receive the difference. In case such expense is greater
than the sum would have been payable under this Contract, if
the same had been completed by said Contractor, then the
Contractor and/or his Surety shall pay the amount of such
excess to the Owner; or
(b) The Owner, under sealed bids, after notice
published as required by law, at least twice in a newspaper
having a general circulation in the county where the work is
located, may let the contract for the completion of the
work under substantially the same terms and conditions which
are provided in this Contract. In case of any increase in
cost to the Owner under the new contract as compared to what
would have been -the cost under this Contract, such increase
shall be charged to the Contractor, and the Surety shall be
and remain bound therefore. However, should the cost to
complete any such new contract prove to be less than that
which would have been the cost to complete the work under
this Contract, the Contractor or his Surety shall be
credited therewith.
When the work shall have been substantially completed,
the Contractor and his Surety shall be so notified and
certificates of completion and acceptance, as provided in
Section 57 hereinabove set forth, shall be issued. A
complete itemized statement of the Contract accounts,
certified by the Owner's Representative as being correct,
shall then be prepared and delivered to the Contractor and
his Surety, whereon the Contractor or his Surety or the
Owner, as the case may be, shall pay the balance due, as
reflected by said statement, within sixty days after the
date of certificate of completion.
- 36 -
In the event the statement of accounts shows that the
cost to complete the work is less than that which would have
been the cost to the Owner had the work been completed by
the Contractor under the terms of this Contract, or when the
Contractor and/or his Surety shall pay the balance shown to
be due by them to the Owner, then all machinery, equipment,
tools, materials or supplies left on the site of the work
shall be turned over to the Contractor and/or his Surety.
Should the cost to complete the work exceed the contract
price, and the Contractor and/or his Surety fail to pay the
amount due the Owner within the time designated hereinabove,
and there remains any machinery, equipment, tools, materials
or supplies on the site of the work, notice thereof,
together with an itemized list of such equipment and
materials shall be mailed to the Contractor and his Surety
at the respective addresses designated in this Contract;
provided, however, that actual written notice given in any
manner will satisfy this condition. After mailing, or other
_ giving of such notice, such property shall be held at the
risk of the Contractor and his Surety, subject only to the
duty of the Owner to exercise ordinary care to protect such
property. After fifteen (15) days from the date of said
notice, the Owner may sell such machinery, equipment, tools,
materials or supplies and apply the net sum derived from
such sale to the credit of the Contractor and his Surety.
Such sale may be made at either public or private sale, with
or without notice, as the Owner may elect. The Owner shall
release to the proper owners any machinery, equipment,
tools, materials or supplies which remain on the job site
and belong to persons other than the Contractor of his
Surety.
66. ABANDONMENT BY OWNER
In case the Owner shall fail to comply with the terms of
this Contract, and should fail or refuse to comply with said
terms within ten (10) days after written notification by the
Contractor, then the Contractor may suspend or wholly abandon the
work, and may remove therefrom all machinery, tools and equip-
ment, and all materials on the ground that have not been included
in payments to the Contractor and have not been incorporated into
the work. Thereupon, the Architect shall make an estimate of the
total amount earned by the Contractor, which estimate shall
include the value of all work actually completed by said Con-
tractor at the prices stated in the attached proposal, the value
of all partially completed work at a fair and equitable price,
and the amount of all Extra Work performed at the prices agreed
upon, or provided for by the terms of this Contract, and a
reasonable sum to cover the cost of any provisions made by the
Contractor to carry the whole work to completion, and which
cannot be utilized. The Architect shall then make a final
statement of the balance due the Contractor by deducting from the
above estimate all previous payments by the Owner and all other
sums that may be retained by the Owner under the terms of this
- 37 -
Agreement, and shall certify same to the Owner's Representative.
If the Owner's Representative finds the statement to be satis-
factory, he shall submit it to the Owner, who shall pay to the
Contractor on or before thirty (30) days after the date of the
notification by the Contractor the balance shown by said final
statement as due the Contractor under the terms of this Agree-
ment.
67. LOSSES FROM NATURAL CAUSES
Unless otherwise specified herein, all loss or damage to the
Contractor arising out of the nature of the work to be done, or
from the action of the elements, or from any unforeseen circum-
stances and the prosecution'of the same, or from unusual obstruc-
tions or difficulties which may be encountered in the prosecution
of the work, shall be sustained and borne by the Contractor at
his own cost and expense.
68. INDEPENDENT CONTRACTOR
Contractor is, and shall remain, an independent contractor,
with full, complete and exclusive power and authority to dfrect,
supervise and control his own employees and to determine the
method for performance of the work covered by this Contract. The
fact that the Owner's Representative or Architect shall have the
right to observe Contractor's work during its performance and to
carry out the other prerogatives which are expressly reserved to
and vested in the Owner, Owner's Representative or Architect
hereunder, is not intended to and shall not at any time change or
affect the status of the Ccr,tractor as an independent contractor
with respect to the Owner, Owner's Representative, Architect or
the Contractor's own employees, or to any other person, firm or
corporation.
69. CLEANING UP
The Contractor shall at all times keep the premises free
from accumulation of debris caused by the work, and at the
completion of the work he shall remove all such debris and also
his tools, scaffolding and surplus materials, and shall leave the
work broom clean or its equivalent. The work shall be left in
good order and condition. In case of dispute, the Owner may
remove the debris and charge the cost to the Contractor.
70. CONTRACTOR'S RIGHT TO TERMINATE
The Contractor shall have the right to terminate the
Contract at any time when circumstances beyond the Contractor's
control occur, thru no fault of the Contractor, which prohibit
the completion of the Agreement as contemplated by the parties at
the time of execution. Should the Contractor choose to terminate
this Agreement, he shall accrue no rights to full payment
hereunder and shall receive only a pro rate payment for work
actually performed, the amount of such payment to be assessed by
I
the Owner. Should the Contractor choose not to terminate, even
though cause exists under this provision, liquidated damages as
set forth herein shall in no way be affected.
71. RIGHT OF THE OWNER TO TERMINATE CONTRACT
In the event that any of the provisions of this Contract are
violated by the Contractor, or by any of his subcontractors, the
Owner may servewrittennotice upon the Contractor and the Surety
of the Owner's intention to terminate the Contract, such notices
to contain the reasons for such intention, and unless within ten
(10) days after the serving of such notice upon the Contractor,
such violation or delay shall cease and satisfactory arrangement
of correction be made, the Contract shall, upon the expiration of
said ten (10) days, cease and terminate. In the event of any
such termination, the Owner shall immediately serve notice
thereof upon the Surety and the Contractor, and the Surety shall
have the right to take over and perform the Contract: Provided,
however, that if -the -Surety does not commence performance thereof
within then (10) days from the date of the mailing to such Surety
of notice of termination, the Owner may take over the work and
prosecute the same at the expense of the Contractor and the
Contractor and his Surety shall be liable to the Owner for any
excess cost occasioned the Owner thereby, and in such event the
Owner may take possession of and utilize in completing the work
such materials, appliance and plant as may be on the site of the
work and necessary therefor.
72. BREACH OF FOREGOING FEDERAL LABOR STANDARDS PROVISIONS
In addition to the causes for termination of this Contract
as herein elsewhere set forth, the Local Public Agency or Public
Body reserves the right to terminate this Contract if the
Contractor or any subcontractor whose subcontract covers any of
the work covered by this Contract shall breach any of these
Federal Labor Standards Provisions. A breach of these Federal
Labor Standards Provisions may also be grounds for debarment, as
provided by the applicable regulations issued by the Secretary of
Labor. A breach of Section 45 and the Federal Labor Standards
Provisions may be grounds for termination of the Contract, and
for debarment as provided in 29 CFR 5.6.
73. INTEREST OR MEMBER OF OR DELEGATE TO CONGRESS
No member of or Delegate to Congress or Resident
Commissioner shall be admitted to any share of this Contract or
to any benefit that may arise therefrom, but this provision shall
not be construed to extend to this Contract if made with a
corporation for its general benefit.
74. OTHER PROHIBITED INTERESTS
No official of the Owner who is authorized in such capacity
and on behalf of the Owner to negotiate, make, accept or approve,
- 39 -
or to take part in negotiating, making, accepting or approving
any architectural, engineering, inspection, construction or
material supply contract or any subcontract in connection with
the construction of the project shall become directly or in-
directly.._inter-ested personall.y_.in.this. Contract or in any part
hereof. No officer, employee, architect, attorney, engineer or
inspector of or -for the Owner who is authorized in such capacity
and on behalf of the Owner to exercise any legislative, execu- ,-
tive, supervisory or other similar functions in connection with
the construction of -the project shall become directly or indi-
rectly interested personally in this Contractor in=any part
thereof, any -material -supply contract, -subcontract, insurance -
contract or any other contract pertaining to the project.
75. SPECIAL EQUAL OPPORTUNITY PROVISIONS
A. Activities and Contracts Not Subject to Executive Order
11246, as Amended.
(Applicable to Federally assisted construction con-
tracts and related subcontracts under $10,000)
During the performance of this Contract, the Contractor
agrees as follows:
(1) The Contractor shall not discriminate against any
employee or applicant for employment because of race, color,
religion, sex or national origin. The Contractor shall take
affirmative action to ensure that applicants -for employment
are employed, and that employees are treated during employ-
ment, without regard to their race, color, religion, sex or
national origin. Such action shall include, but not be
limited to, the following: employment, upgrading, demotion
or transfer; recruitment or recruitment advertising; layoff
or termination; rates of pay or other forms of compensa-
tion; and selection for training, including apprenticeship.
(2) The Contractor shall post in conspicuous places,
available to employees and applicants for employment,
notices to be provided by the Contracting Officer setting
forth the provisions of this nondiscrimination clause. The
Contractor shall state that all qualified applicants will
receive consideration for employment without regard to race,
color, religion, sex or national origin.
(3) The Contractor shall incorporate the foregoing
requirements in all subcontracts.
B. Contracts Subject to Executive Order 11246, as
Amended.
(Applicable to Federally assisted construction
contracts and related subcontracts exceeding $10,000)
- 40 -
During the performance of this Contract, the Contractor
agrees as follows:
(1) The Contractor will not discriminate against any
employee or applicant for employment because of race, color,
_. religion, sex -or -national origin. The Contractor will take
affirmative action to ensure that applicants for employment
are employed, and that employees are treated during employ-
ment, without regard to their race, color, religion, sex or
national origin. -Such action shall include, but not be
limited to, the following: employment, upgrading, demotion
or transfer; recruitment or recruitment advertising; layoff
-- or termination; rates of pay or other forms of compensation;
and selection for training, including apprenticeship. The
Contractor agrees to post in conspicuous places, available
to employees and applicantsfor.employment, notices to be
provided by the Contracting Officer setting forth the
provisions--a_f--- this —nondiscrimination _clause....
(2) The Contractor will, in all solicitations or
advertisements for employees placed by or on behalf of the
Contractor, state that all qualified..applic.ants.will receive
consideration for employment with regard to race, color,
religion, sex or national origin.
_. (3) The Contractor will send to each labor union or
representative of workers with which he has a collective
bargaining agreement or other contract or understanding, a
notice to be provided by the Contract Compliance Officer
advising the said labor union or workers' representative of
the Contractor's commitment under this Section, and shall
post copies of the notice in conspicuous places available to
employees and applicants for employment.
(4) The Contractor will comply with all provisions of
Executive Order 11246 of September 24, 1965, and the rules,
regulations and relevant orders of the Secretary of Labor.
(5) The Contractor will furnish all information and
reports required by Executive Order 11246 of September 24,
1965, and the rules, regulations and orders of the Secretary
of Labor, or pursuant thereto, and will permit access to his
— books, records and accounts by the Department and the
Secretary of Labor for purposes of investigation to ascer-
tain compliance with such rules, regulations and orders.
(6) In the event of the Contractor's noncompliance
with the nondiscrimination clauses of this Contract, or with
any of such rules, regulations or orders, this Contract may
be cancelled, terminated or suspended in whole or in part,
and the Contractor may be declared ineligible for further
Government contracts or federally assisted construction
contract procedures authorized in Executive Order 11246 of
- 41 -
September 24, 1965, or by rule, regulation or order of the
Secretary of Labor, or as otherwise provided by laws.
(7) The Contractor will include the portion of the
sentence immediately preceding paragraph B(1) of _this
Section, and the provisions of paragraphs (1) through (7)
which follow, in every subcontract or purchase order unless
exempted by rules, regulations or orders of the Secretary of
Labor issued pursuant to Section 204 of Executive Order
11246 of September 24, 1965, so that such provisions will be
binding upon each subcontractor or vendor. The Contractor
will take such action with respect to any subcontractor or
purchase order as the Department may direct as a means of
enforcing such provisions, including sanctions for noncom-
pliance: Provided, however, that in the event a Contractor
becomes involved in, or is threatened with, litigation with
a subcontractor or vendor as a result of such direction by
the Department, the Contractor may request the United States
to enter such litigation to protect the interest of the
United States.
C. "Section 3" Compliance in the Provision of Training,
Employment and Business Opportunities:
(Applicable to Federally assisted construction con-
tracts and related subcontracts exceeding $10,000)
During the performance of this Contract, the Contractor
agrees as follows:
(1) The Contractor agrees to -comply with the
requirements of Section 3 of the Housing and Urban
Development Act of 1968 (12 USC 170(u)), as amended,
the HUD regulations issued pursuant thereto at 24 CFR
Part 135, and any applicable rules and orders of HUD
issued thereunder.
(2) The "Section 3" set forth in 24 CFR 135.20(b)
shall form part of this Contract, as set forth in
Paragraph 1 of the General Conditions, "Contract and
Contract Documents."
(3) Contractors shall incorporate the "Section 3
clause" shown below and the foregoing requirements in
all subcontracts.
Section 3 Clause as set forth in 24 CFR 135.20(b)
A. The work to be performed under this Contract is on
a project assisted under a program providing direct Federal
financial assistance from the Department of Housing and
Urban Development and is subject to the requirements of
Section 3 of the Housing and Urban Development Act of 1968,
as amended, 12 U.S.C. 1701u. Section 3 requires that to the
- 42 -
greatest extent feasible opportunities for training and
employment be given lower income residents of the project
area, and contracts for work in connection with the project
be awarded to business concerns which are located in, or
owned in substantial part by persons residing in the area
- of the project.
B. The parties to this Contract will comply with the
-- provisions of said Section 3 and the regulations issued
pursuant thereto by the Secretary of Housing and Urban
Development and set forth in 24 CFR 135.20(b), and, all
applicable -rules -and orders of the Department issued
thereunder, prior to the execution of this Contract. The
parties to this Contract certify and agree that they are
under no contractual or other disability which would prevent
-' them from complying with these requirements.
C. The Contractor will send to each labor organization
or representative of workers with which he has a collective
bargaining agreement or other contract or understanding, if
any, a notice advising the said labor organization or
workers' representative of his commitments under this
Section-3 clause, and shall-post=copies of the notice in
conspicuous places available to employees and applicants for
employment or training.
D. The Contractor will include this Section 3 clause
in every subcontract for work in connection with the project
and will, at the direction of the applicant for or recipient
of Federal financial assistance, take appropriate action
pursuant to a subcontract upon a finding that a Subcontrac-
tor is in violation of regulations issued by the Secretary
of Housing and Urban Development, 24 CFR 135.20 (b). The
Contractor will not subcontract with any subcontractor
where the Contractor has notice or knowledge that the
-- subcontractor has been found in violation. of regulations
under 24 CFR 135.20 (b), and will not let any subcontract
unless the subcontractor has first provided said Contractor
_ with a preliminary statement of ability to.comply with the
requirements of these regulations.
E. Compliance with the provisions of Section 3, the
regulations set forth in 24 CFR 135.20(b), and all appli-
cable rules and orders of the Department issued thereunder
prior to the execution of the Contract, shall be a condition
-- of the Federal financial assistance provided to the project,
binding upon the applicant or recipient for such assistance,
its successors and assigns. Failure to fulfill these
requirements shall subject the applicant or recipient, its
contractors and subcontractors, its successors and assigns
to those sanctions specified by the grant or loan agreement
or contract through which Federal assistance is provided,
and to such sanctions as are specified by 24 CFR 135.20(b).
- 43 -
76. CERTIFICATION OF COMPLIANCE WITH AIR AND WATER ACTS
(Applicable to Federally assisted construction contracts and
related subcontracts exceeding $100,000)
Compliance with Air and Water Acts
During the performance of this Contract, the Contractor
and all subcontractors shall comply with the requirements of
the Clean Air Act, as amended, 42 USC 1857 et seq., and the
Federal Water. Pollution Control Act, as amended, 33 USC 1251
et seq., and the regulations of the Environmental Protection
Agency with respect thereto, at 40 CFR Part 15, as amended.
In addition to the foregoing requirements, all non-
exempt contractors and subcontractors shall furnish to the
Owner the following:
(1) A stipulation by the Contractor or subcon-
tractors that any facility to be utilized in the
performance of any nonexempt contract or subcontract
is not listed on the List of Violating Facilities
issued by the Environmental Protection Agency -(EPA)
pursuant to 40 CFR 15.20.
(2) An agreement by the Contractor to comply with
all the requirements of Section 114 of the Clean Air
Act, as amended, (42 USC 1857c-8) and Section 308 of
the Federal Water Pollution Control Act, as amended,
(33 USC 1318) relating to inspection, monitoring,
entry, reports and information, as well as all other
requirements specified in said Section 114 and Section
308, and all regulations and guidelines issued there-
under.
(3) A stipulation that as a condition for the
award of the Contract, prompt notice will be given of
any notification received from the Director, Office of
Federal Activities, EPA, indicating that a facility
utilized, or to be utilized for the contracts, is under
consideration to be listed on the EPA List of Violating
Facilities.
(4) An agreement by the Contractor that he will
include, or cause to be included, the criteria and
requirements in paragraphs (1) through (4) of this
Section in every nonexempt subcontract and requiring
that the Contractor will take such action as the
Government may direct as a means of enforcing such
provisions.
- 44 -
77. SPECIAL CONDITIONS PERTAINING TO HAZARDS SAFETY STANDARDS
AND ACCIDENT PREVENTION
A. Lead -Based Paint Hazards
(Applicable to contracts and related subcontracts for
construction or rehabilitation of residential structures
exceeding $100,000)
The construction or rehabilitation of residential
structures is subject to the HUD Lead -Based Paint regula-
tions, 24 CFR Part 35. The Contractor and subcontractors
shall comply with the provisions for the elimination of
lead -based paint hazards under sub -part B of said regula-
tions. The Owner will be responsible for the inspections
and certifications required under Section 35.14(f) thereof.
B. Use of Explosives
The use of explosives will not be permitted unless
written permission to do so is obtained by the Contractor
from the City. When the use of explosives is necessary for
the prosecution of the work, the Contractor shall observe
all local, state and Federal laws in purchasing and handling
explosives. The Contractor shall take all necessary
— precautions to protect completed work, neighboring property,
water lines or other underground structures. Where there is
danger to structures or property from blasting, the charges
shall be reduced and the material shall be covered with
suitable timber, steel or rope mats.
The Contractor shall notify all owners of public
utility property of his intention to use explosives at least
eight hours before blasting is done close to such property.
Any supervision or direction of use of explosives by the
-" Engineer does not in any way reduce the responsibility of
the Contractor or his Surety for damages that may be caused
by such use.
C. Danger Signals and Safety Devices
The Contractor shall make all necessary precautions to
guard against damages to property and injury to persons. He
shall put up and maintain in good condition sufficient red
or warning lights at night, suitable barricades and other
devices necessary to protect the public. In case the
Contractor fails or neglects to take such precautions, the
Owner may have such lights and barricades installed and
�- charge the cost of this work to the Contractor. Such action
by the Owner does not relieve the Contractor of any liabi-
lity incurred under these specifications or Contract.
- 45 -
78. NONDISCRIMINATION AGAINST THE HANDICAPPED - SECTION 504
The Contractor shall not discriminate against any otherwise
qualified handicapped employee or applicant for employment solely
by reason of his handicap. The Contractor shall comply with
Section 504 of the Rehabilitation Act of 1973 (P.L. 93-112) as
amended (1.29 U.S.C.A. §794).
- 46 -
EXHIBITS
A. COPELAND ANTI -KICKBACK REGULATIONS
B. CURRENT WAGE DETERMINATIONS
(THIS PAGE LEFT BLANK INTENTIONALLY)
EXHIBIT A
ATTACHMENT TO FEDERAL LABOR STANDARDS PROVISIONS
SO-CA.LLFD "ANTI -KICKBACK ACT" AND REGULATIONS PROMULGATED
PURSUANT THERETO BY THE SECRETARY OF LABOR,
UNITED STATES DEPARTMENT OF LABOR
TITLE 18, U.S.C., Section 874
(Replaces Section 1 of the Act of June 13, 1934 (48 Stat. 948, 40
U.S.C., Sec. 276b) pursuant to the Act of June 25, 1948, 62 Stat.
862)
KICKBACKS FROM PUBLIC WORKS EMPLOYEES.
Whoever, by force, intimidation, or threat of procuring
dismissal from employment, or by any other manner whatsoever
induces any person employed in the construction, prosecution,
completion or repair of any public building, public work, or
-' building or work financed in whole or in part by loans or grants
from the United States, to give up any part of the compensation
to which he is entitled under his contract of employment, shall
- be fined not more than $5,000 or imprisoned not more than five
years, or both.
SECTION 2 OF THE ACT OF JUNE 13, 1934, AS AMENDED (48 Stat. 948,
62 Stat. 862, 63 Stat. 108, 72 Stat. 967, 40 U.S.C., Sec. 276c)
The Secretary of Labor shall make reasonable regulations for
contractors and subcontractors engaged in the construction,
prosecution, completion or repair of public buildings, public
works or buildings or works financed in whole or in part by loans
y or grants from the United States, including a provision that each
contractor and subcontractor shall furnish we a statement
with respect to the wages paid each employee during the preceding
week. Section 1001 of Title 18 (United States Code) shall apply
to such statements.
�"3�
Pursuant to the aforesaid Anti -Kickback Act, the Secretary
of Labor, United States Department of Labor, has promulgated the
-- regulations hereinafter set forth, which regulations are found in
Title 29, Subtitle A, Code of Federal Regulations, Part 3. The
term "this part," as used in the regulations hereinafter set
forth, refers to Part 3 last above mentioned. Said regulations
are a follows:
TITLE 29 - LABOR
Subtitle A - Office of the Secretary of Labor
PART 3 - CONTRACTORS AND SUBCONTRACTORS ON PUBLIC BUILDING OR
PUBLIC WORK FINANCED IN WHOLE OR IN PART BY LOANS OR
GRANTS FROM THE UNITED STATES
Section 3.1 Purpose and scope.
This part prescribes "anti -kickback" regulations under
Section 2 of the Act of June 13, 1934, as amended (40 U.S.C.
276c), popularly known as the Copeland Act. This part applies to
any contract which is subject to Federal wage standards and which
is for the construction, prosecution, completion, or repair of
public buildings, public works or buildings or works financed in
whole or in part by loans or grants from the United States. The
part is intended to aid in the enforcement of the minimum wage
provisions of the Davis -Bacon Act and the various statutes
dealing with Federally -assisted constructionthatcontain similar
minimum wage provisions, including those provisions which are not
subject to Reorganization Plan No. 14 (e.g., the College Housing
Act of 1950, the Federal Water Pollution Control Act, and the
Housing Act of 1959), and in the enforcement of the overtime
provisions of the Contract Work Hours Standards Act whenever they
are applicable to construction work. The part details the
obligation of contractors and subcontractors relative to the
weekly submission of statements regarding the wages paid on work
covered thereby; sets forth the circumstances and procedures
governing the making of payroll deductions from the wages of
those employed on such work; and delineates the methods of
payment permissible on such work.
Section 3.2 Definitions.
As used in the regulations in this part:
(a) The terms "building" or "work" generally includes
construction activity as distinguished from manufacturing,
furnishing of materials, or servicing and maintenance work. The
terms include, without limitation, buildings, structures, and
improvements of all types, such as bridges, dams, plants,
highways, parkways, streets, subways, tunnels, sewers, mains,
power lines, pumping stations, railways, airports, terminals,
docks, piers, wharves, ways, lighthouses, buoys, jetties,
breakwaters, levees, and canals; dredging, shoring, scaffolding,
drilling, blasting, excavating, clearing, and landscaping.
Unless conducted in connection with and at the site of such a
building or work as is described in the foregoing sentence, the
manufacture or furnishing of materials, articles, supplies, or
equipment (whether or not a Federal or State agency acquires
title to such materials, articles, supplies, or equipment during
the course of the manufacture or furnishing, or owns the mate-
rials from which they are manufactured or furnished) is not a
"building" or "work" within the meaning of the regulations in
this part.
(b) The terms "conditions", "prosecution", "completion", or
"repair" mean all types of work done on a particular building or
work at the site thereof, including, without limitation, alter-
ing, remodeling, painting and decorating, the transporting of
materials and supplies to or from the building or work by the
employees of the construction contractor or construction sub-
contractor, and the manufacturing or furnishing of materials,
articles, supplies, or equipment on the site of the building or
work, by persons employed at the site by the contractor or
subcontractor.
(c) The terms "public building" or "public work" include
building or work for whose construction, prosecution, completion,
or repair, as defined above, a Federal agency is a contracting
party, regardless of whether title thereof is in a federal
agency.
-` (d) The term "building or work financed in whole or in part
by loans or grants from the {United States" includes building or
work for whose construction, prosecution, completion, or repair,
as defined above, payment or part payment is made directly or
indirectly from funds provided by loans or grants by a Federal
agency. The term does not include building or work for which
Federal assistance is limited solely to loan guarantees or
insurance.
(e) Every person paid by a contractor or subcontractor in
any manner for his labor in the construction, prosecution,
completion, or repair of a public building or public work or
building or work financed in whole or in part by loans or grants
from the United States is "employed" or receiving "wages",
regardless of any contractual relationship alleged to exist
between him and the real employer.
- (f) The term "any affiliated person" includes a spouse,
child, parent, or other close relative of the contractor or
subcontractor, a partner or officer of the contractor or sub-
contractor, a corporation closely connected with the contractor
or subcontractor as parent, subsidiary or otherwise, and an
officer or agent of such corporation.
(g) The term "Federal agency" means the United States, the
District of Columbia, and all executive departments, independent
establishments, administrative agencies, and instrumentalities of
the United States and of the District of Columbia, including
corporations, all or substantially all of the stock of which is
beneficially owned by the United States, by the District of
Columbia, or any of the foregoing departments, establishments,
agencies, and instrumentalities.
Section 3.3 Weekly statement with respect to payment of wages.
(a) As used in this section, the term "employee" shall not
apply to persons in classifications higher than that of laborer
or mechanic and those who are the immediate supervisors of such
employees.
(b) Each contractor or subcontractor engaged in the
construction, prosecution, completion, or repair of any public
building or public work, or building or work financed in whole or
in part by loans or grants from the United States, shall furnish
each week a statement with respect to the wages paid each of its
employees engaged on work covered by 29 CFR Parts 3 and 5 during
the preceding weekly payroll period. This statement shall be
executed by the contractor or subcontractor or by an authorized
officer or employee of the contractor or subcontractor who
supervises the payment of wages, and shall be on form WH 348
"Statement of Compliance", or on an identical form on the back of
WH 347, "Payroll (For Contractors Optional Use)" or on any form
with identical wording. Sample copies of WH 347 and WH 348 may
be obtained from the Government contracting or sponsoring agency,
and copies of these forms may be purchased at the Government
Printing Office.
(c) The requirements of this section shall not apply to any
contract of $2,000 or less.
(d) Upon a written finding by the head of a Federal agency,
the Secretary of Labor may provide reasonable limitations,
variations, tolerances, and exemptions from the requirements of
this section subject to such conditions as the Secretary of Labor
may specify.
(29 F.R. 95, Jan. 4, 1964, as amended at 33 F.R. 10186, July 17, 196�
Section 3.4 Submission of weekly statements and the preservation
and inspection of weekly payroll records.
(a) Each weekly statement required under Section 3.3 shall
be delivered by the contractor or subcontractor, within seven
days after the regular_payment date of the payroll period, to a
representative of a Federal or State agency in charge at site of
the building or work, or, if there is no representative of a
Federal or State agency at the site of the building or work, the
statement shall be mailed by the contractor or subcontractor,
within such time, to a Federal or state agency contracting for or
financing the building or work. After such examination and check
as may be made, such statement, or a copy thereof, shall be kept
available, or shall be transmitted together with a report of any
violation, in accordance with applicable procedures prescribed by
the United States Department of Labor.
(b) Each contractor or subcontractor shall preserve his
weekly payroll records for a period of three years from date of
completion of the contract. The payroll records shall set out
accurately and completely the name and address of each laborer
and mechanic, his correct classification, rate of pay, daily and
weekly number of hours worked, deductions made, and actual wages
paid. Such payroll records shall be made available at all times
for inspection by the contracting officer or his authorized
representatives of the Department of Labor.
Section 3.5 Payroll deductions permissible without application
to or approval of the Secretary of Labor.
Deductions made under the circumstances or in the situations
described in the paragraphs of this section may be made without
application to and approval of the Secretary of Labor:
(a) Any deduction made in compliance with the requirements
of Federal, -State, or local law, such as Federal or State
withholding income taxes and Federal social security -taxes.
_. (b) Any deduction of'sums previously paid to the employee
as a bona fide prepayment of wages when such prepayment is made
without discount or interest. A "bona fide prepayment of wages"
is considered to have been made only when cash or its equivalent
has been advanced to the person employed in such manner as to
give him complete freedom of disposition of the advanced funds.
(c) Any deduction of amounts required by court process to
be paid to another, unless the deduction is in favor of the
contractor, subcontractor or any affiliated person, or when
collusion or collaboration exists.
(d) Any deductions constituting a contribution on behalf of
the person employed to funds established by the employer or
representatives of employees, or both, for the purpose of
providing either from principal or income, or both, medical or
hospital care, pensions or annuities on retirement, death
benefits, compensation for injuries, illness, accidents, sick-
ness, or disability, or for insurance to provide any of the
foregoing, or unemployment benefits, vacation pay, savings
accounts, or similar payments for the benefit of employees, their
families and dependents: Provided, however, that the following
standards are met: (1) The deduction is not otherwise prohibited
by law; (2) it is either: (i) Voluntarily consented to by the
employee in writing and in advance of the period in which the
work is to be done and such consent is not a condition either for
the obtaining of or for the continuation of employment, or (ii)
provided for in a bona fide collective bargaining agreement
between the contractor or subcontractor and representatives of
its employees; (3) no profit or other benefit is otherwise
obtained, directly or indirectly, by the contractor or subcon-
tractor or any affiliated person in the Form of commission,
dividend, or otherwise; and (4) the deductions shall serve the
convenience and interest of the employee.
(e) Any deduction contributing toward the purchase of
United States Defense Stamps and Bonds when voluntarily autho-
rized by the employee.
(f) Any deduction requested by the employee to enable him
to repay loans to or to purchase shares in credit unions orga-
nized and operated in accordance with Federal and State credit
union statutes.
(g) Any deduction voluntarily authorized by the employee
for the making of contributions to governmental or quasi -
governmental agencies, such as the American Red Cross.
(h) Any deduction voluntarily authorized by the employee
for the making of contributions to Community Chests, United
Givers Funds, and similar charitable organizations.
(i) Any deductions to -pay regular union initiation fees and
membership dues, not including fines or special assessments:
Provided, however, that a collective bargaining agreement between
the contractor or subcontractor and representatives of its
employees provides for such deductions and the deductions are not
otherwise prohibited by law.
(j) Any deduction not more than for the "reasonable cost"
of board, lodging, or other facilities meeting the requirements
of section 3(m) of the Fair Labor Standards Act of 1938, as
amended, and Part 531 of this title. When such a deduction is
made the additional records required under Section 516.27(a) of
this title shall be kept.
Section 3.6 Payroll deductions permissible with the approval of
the Secretary of Labor.
Any contractor or subcontractor may apply to the Secretary
of Labor for permission to make any deduction not permitted under
Section 3.5. The Secretary may grant permission whenever he
finds that:
(a) The contractor, subcontractor, or any affiliated person
does not make a profit or benefit directly or indirectly from the
deduction either in the form of a commission, dividend, or
otherwise;
(b) The deduction is not otherwise prohibited by law;
(c) The deduction is either (1) voluntarily consented to by
the employee in writing and in advance of the period in which the
work is to be done and such consent is not a condition either for
the obtaining of employment or its continuance, or (2) provided
for in a bona fide collective bargaining agreement between the
contractor or subcontractor and representatives of its employees;
and
(d) The deduction serves the convenience and interest of
the employee.
Section 3.7 Applications for the approval of the Secretary of
Labor.
Any application for the making of payroll deductions under
Section 3.6 shall comply with the requirements prescribed in the
following paragraphs of this section: _-
(a) The application shall be in writing and shall be
addressed to the Secretary of Labor.
(b) The application shall identify the contract or con-
_. tracts under which the work in question is to be performed.
Permission will be given for deductions only on specific,
identified contracts, except upon a showing of exceptional
circumstances.
(c) The application shall state affirmatively that there is
compliance with the standards set forth in the provisions of
- Section 3.6. The affirmation shall be accompanied by a full
statement of the facts indicating such compliance.
(d) The application shall include a description of the
proposed deduction, the purpose to be served thereby, and the
classes of laborers or mechanics from whose wages the proposed
deduction would be made.
(e) The application shall state the name and business of
any third person to whom any funds obtained from the proposed
-- deductions are to be transmitted and the affiliation of such
person, if any, with the applicant.
Section 3.8 Action by the Secretary of Labor upon applications.
The Secretary of Labor shall decide whether or not the
requested deduction is permissible under provisions of Section
3.6; and shall notify the applicant in writing of his decision.
Section 3.9 Prohibited payroll deductions.,
Deductions not elsewhere for by this part and which are not
found to be permissible under Section 3.6 are prohibited.
Section 3.10 Methods of payment of wages.
The payment of wages shall be by cash, negotiable instru-
ments payable on demand, or the additional forms of compensation
for which deductions are permissible under this part. No other
methods of payment shall be recognized on work subject to the
Copeland Act.
Section 3.11 Regulations part of contract.
All contracts made with respect to the construction,
prosecution, completion, or repair of any public building or
public work or building or work financed in whole or in part by
loans or grants from the United States covered by the regulations
in this part shall expressly bind the contractor or subcontractor
to comply with such of the regulations in this part as may be
applicable. In this regard, see Section 5.5 (a) of this sub-
title.
EXHIBIT B
WAGE DETERMINATIONS
(Obtain from Community Development Office)
Subject to Change 10 Days
Prior to Bid Opening
(THIS PAGE LEFT BLANK INTENTIONALLY)
PMEMI°r U. S. Department of Housing and Urban Development
Fort Worth Office, Region A
1600 Throckmorton
o IIII,I�I Q; P.O. Box 2905
Fort Worth, Texas 76113 2905
AN% ? C '991
Mr. Chris Hooper
Community Development
City of Lubbock
PO Box 2000
Lubbock, TX 79457
Dear Mr. Fooper:
Subject: HUD Project Number B-90-MC-48-0022
`nstallation of Entrance Marker in the Guadalupe Neighborhood
-- Lubbock (Lubbock County), TX
Enclosed is wage decision number TX91-28/151 (general wage decision),
which is applicable to construction of the project cited above. General Wage
Decisions have no expiration date; however, they are subject to modification
and/or supersedeas action by the U. S. Department of Labor. It is important
that each wage decision be verified as current by calling this office at (817)
885-5829 ten (10) days prior to bid opening. Any supersedeas decision or
modification announced in the Federal Register ten (10) days prior to bid
opening will be applicable to the subject project. If the contract has not
_. been awarded within ninety (90) days after bid opening, any modifications
announced prior to award of that contract will be effective.
The applicable wage decision, including modifications, must be made a
part of the bid documents (if any) or invitations for proposals, and made a
part of every subsequent contract and subcontract for construction work on the
project. The wage rates contained therein shall be the minimum wage rates to
be paid under such contracts by contractors and subcontractors on the job.
The Federal Labor Standards Provisions (HUD-4010) must also be included in all
contracts, subcontracts, and any lower -tier subcontracts. We are enclosing a
HUD-4010 form for your use. It is the Prime Contractor's responsibility to
ensure inclusion of wage rates and labor standards provisions in all
subcontracts.
The recipient must hold a preconstruction conference with the principal
contractor and all available subcontractors prior to start of construction, at
which ti.re they shall be advised of their responsibilities and obligations
regarding the Federal Labor Standards Provisions and the wage decision
contained in the contract documents. A copy of the Preconstruction Minutes
must he kept in the City's files.
Enclosed is a poster which is required to be posted in a prominent place
on the job site, readily accessible to the workers, along with a copy of the
wage decision.
2
1•:e are also enclosing a start work Notice form which you should complete
and return as notification when construction begins on the project.
DHUD, Labor Relations, 6SL
1600 Throckmorton
PO Box 2905
Fort Worth, TX 76113-2905
if you need additional information, please feel free to contact our
Labor Relations staff at (817) 885-5829.
sincerely,
G
F rias E. (Ferg
L bor Relaohis fficer
Enclosures
U.S. Department of Labor
l�
GENERAL WAGE DECISION NO. TX9i-28//$/
Suoersedes General wage Decision No. TX9O-28
State: TEXAS
... County(ies): Ectcr, Lubbock, Mid:and, Potter, Randall, Taylor,
Torn Green
Construction
7;•pe : heav•. S Highway
Construction
Description: Heavy (excluding tunnels S darns) and Highway Projects
(toes not include bui'.ding structures in rest area
prcjects).
Modification Recorc:
No. Publication Date Page-No.(s)
-. Vo!. 11 1067
U.S. Department of Labor
TX91-28//S/
ASPHALT HEATER OPERATOR
ASPHALT RAKER
ASPHALT SHOVELER
64TCHING PLANT WE:,--, iER
CARPENTER
CARPENTER HELPER
CONCRETE FINISHER
CONCRETE FIN:SH=-q HE_R (P:.ViNG)
CONCRETE FIN7:SHER (3TRJC7JR7-S)
CONCRETE FINISHER HELPER (STRUCTURES)
ELECTRICItN
FORM BUILDER (STRUCTURES)
FORM SETTER HELPER (P-^V'-NG & CURE-1
FORM SETTER (P-V:NG & C'J2:-:)
FORM SETTER (STRUCTURES)
FORM SETTER HELPER (STRUCTURES)
LABORER, COMMON
LABORER, UTIL:7Y
MECHANIC
MECHANIC HELPER
OILER
SERVICER
PIPELAYER
PIPELAYER HELPER
REINFORCING STEE_ SETTER (S7RJCTUPES)
REINFORCING STEEL SETTER HELPER
SPREADER ECY. OPER,. TOR
POWER EQUIPMENT OPER:.TGKS:
Asphalt Distributor
Aspha't Paving Machine
Broom or Sweeper Ope^atop
Bulldozer 150 HP & Less
Bulldozer over 150 HP
Concrete Paving Curing Machine
Concrete Paving F i n i s:i i nq, Vlach ire
Concrete Paving Grinder
Concrete Paving Float
Concrete Paving Saw
Concrete Paving Speader
Reinforcing Steel Machine
Slipform Machine
Crane, Clamshell, Backhoe, Derrick,
Dragl;ne, Shove' ('ess than 1 1/2 CY)
Crane, Clamshe'', Backhoe, Derrick,
Drag'ine, Shovel (1 1/2 CY & Over)
Crusher or Screening Plant Operator
Foundation Drill Operator (Crawler Mounted)
Fountain Dri'' Operator (Truck Mounted)
Front End Loader (2 1/2 CY & less)
Miner (16 CF & Less)
Mixer (over 16 CF)
Basic
Hour's
et��
7.35
7.3^
5.4C
7.9C
E.9
6.00
7.90
7.05
10.00
7.75
6.8C
6.25
8.2C
G.75
5.�5
7.'S
0.20
7.70
6 90
7.9C
6.90
G.50
7.65
7.55
7.CC
�.8^
8.05
6.20
7.00
7.35
9.10
9.00
8.50
9. 10
8.50
9.10
7.00
9.00
8.35
9.45
6.95
8.00
10.50
7.90
6.25
7.50
VOL it 1088
' U.S. Department of Labor
T X 9 1-28/"Si
Motor Grader Operator, Fine Grade
10.20
Motor Grader Operator
9.50
r Roller. Steel Wheel (Plant -Mix Pave-
ment)
7.05
Roller, Steel Whee'. (Other -Fiat Wheel
or Tamping)
6.75
Roller, Pneumatic (Self -Propelled)
6.10
Scrapers (17 CY & Less)
7.10
Scrapers (Over 17 Cti')
7.35
Tractor (Crawler Type 150 HP & Less
7.05
'- Tractor (Crawler Type) over 150 HP
6.50
Tractor (Pneumatic) 80 HP & Less
6.65
Tractor (Pneumatic) over 80 HP
7 40
Trave'ing Mixer
6 15
Wagon Dri'', Boring Machine or Post
Hole Dri'1er Operator
9.75
TRUCK DRIVERS:
Single Axle, Lign:
6.30
Single Axle. Heavy
6.65
Tandem Axle or Semitrailer
6.75
Lowbcy-Float
7.45
- Transit -Mix
6.60
VIBRATOR (HAND T'(PE)
6 90
WELDER
8.95
Unlisted c`assifications needed for work
not included
within the scope
of the classifications 'isteo may be added after award
only as
_ providec in the labo^ standards contract
c'auses (29
CFR, 5 5 (a) (1)
(11)).
-
Vol. II 1029
(THIS PAGE LEFT BLANK INTENTIONALLY)
L]
SPECIFICATIONS (TO BE PROVIDED BY ENGINEERS)
(THIS PAGE LEFT BLANK INTENTIONALLY)
SECTION O1 SUMMARY OF WORK
Guadalupe Neighborhood Entrance Sian
1001 1st Place, Lubbock, Texas
1. General
1.1 Scope of Project
A. Contractor to supply all supervision, perform all work,
and furnish all labor, equipment, and incidentals
necessary to fully and properly complete all work as
described in the plans and specifications. All
construction and other work shall be done in
accordance with the best engineering and construction
practice's for the skill or trade involved.
1.2 Work Included
A.
Section
02
- Earthwork & Gradina
B.
Section
03
- Concrete
C.
Section
04
- Precast Concrete Sign
D.
Section
05
- Aluminum Letters
E.
Section
06
- Brick Work
F.
Section
07
- Irrigation
G.
Section
08
- Landscaping
1.3 Additional Information
A. All information under General Instructions To Bidder,
General Conditions of Agreement, and Special
Conditions apply to this section.
B. These plans and specifications were prepared by the
Parks and Recreation Department (which shall be called
Owner). Contractor shall set all construction stakes
for locations of elements at project site. Contractor
to notify Owner for approval of staking 36 hours
before construction process. Owner will instruct
contractor on adjustments if necessary.
2. Quality Assurance
2.1 Contractor shall take all precautions necessary to protect all
existing trees, shrubbery, sidewalks, buildings, vehicles,
utilities, etc., in the area where the work is being done.
The Contractor shall rebuild, restore, and make good at his
own expense, all injury and damage to same which may result
from work being carried out under this contract.
2.2 The Contractor shall take all necessary precautions to assure
the safety of the site visitors during the construction and
clean-up operations. The Contractor shall maintain and keep
in good repair the work intended under these Plans and
Specifications and shall perform all necessary repair,
construction, and renewal to the date of acceptance by
Owner.
2.3 Any utilities and irrigation lines shown on plans are for
information only and are not guaranteed by the owner to be
accurate as to location and depth. The Contractor's
attention is directed to the fact that other underground
utility lines may exist that owner is not aware of. It is
the Contractor's obligation to locate and familiarize
himself with all utilities and to provide for their safety.
Damage to utilities will be repaired at Contractor's
Expense.
End - of - Section
Section 02 EARTHWORK AND GRADING
Guadalupe Neighborhood Entrance Sian
1001 1st Place, Lubbock, Texas
1. General
1.1 Scope of Project
A. To furnish and supply all supervision, equipment, and
labor necessary to perform excavation, grading,
backfill, compaction, and stock piling of material as
specified herein and on the plans.
1.2 Related work specified elsewhere
A. Section 01 - Summary of Work
B. Section 03 - Concrete
C. Section 04 - Precast Concrete Sign
D. Section 05 - Aluminum Letters
E. Section 06 - Brick Work
F. Section 07 - Irrigation
G. Section 08 - Landscaping
1.3 Additional Information
A. All information under GENERAL CONDITIONS OF AGREEMENT,
GENERAL INSTRUCTIONS TO BIDDER, and SPECIAL
CONDITIONS, apply to this section.
B. The bid amount shall be total cost for work mentioned in
the scope of work.
2. Products
2.1 Material -Site Fill
A. Fill material, if necessary, to be provided by
Contractor.
B. Natural, fertile, friable soils possessing
characteristics of soils in the vicinity which produce
heavy growth of crops, grass, or other vegetation.
C. Top soil to be free of subsoil, brush, organic litter,
objectionable weeds, clods, shale, stones 1 1/2"
dimension or larger, stumps, roots, or other materials
harmful to grading, planting, plant growth, or
maintenance operations.
3. Execution
3.1 Protection
A. Carefully maintain bench marks, layout stakes, and other
reference points.
B. Protect property, including adjoining property and
public right-of-way, from damage by trucks and
equipment.
C. Protect active utilities to be retained on site, whether
shown on drawings or uncovered during excavation
operations. If damaged, repair at Contractor's
expense.
D. Protect existing trees and plant material to be retained
from damage by trucks and equipment.
E. Keep excavations free of water.
3.2 Site Preparation
A. Clearing
1. Remove trash, debris, and other obstructions found
at or above existing grade from areas of
proposed structures, walks, curbs, and paving
(if applicable).
2. Contractor shall be responsible for removing
unusable material from site.
B. Grubbing (if applicable)
1. Remove stumps, roots over 2" in diameter, matted
roots and other obstructions found at or below
existing grade from cleared areas.
2. Remove waste materials daily as it accumulates.
3. Comply with applicable codes and ordinances
regarding waste transportation and disposal.
4. Burning and blasting on site will not be
permitted.
3.3 Excavation
A. Excavate to bring areas to grade and subgrades
indicated. Scarify excavated areas occurring under
concrete to a depth of 611,then compact to required
density.
B. Stockpile all excavated material on site; exact location
to be determined by Owner.
C. Contractor to separate top soil and subsoils into two
(2) piles.
3.4 Fill and Backfill
A. Placing: Place material in loose, even successive lifts
not to exceed the following depths: (if applicable).
1. Fill below concrete slabs: Max. 8" high lifts.
2. Site fill and backfill : Max. 12" high lifts.
B. Compaction: Thoroughly and evenly compact each lift to
the following densities:
1. Fill below concrete slabs: Not less than 95%
standard density to at least four (4) feet
outside of slab.
2. Site fill: Not less than 90% standard density.
C. Cushion Sand: Provide uniform, smooth, compacted sand
-- layer to 2" depth below site flatwork. Moisten and
compact sufficiently to prevent undue displacement
during the placement of reinforcing and concrete.
w D. Moisture Control: When moisture must be added prior to
compaction, uniformly apply water to surface, but do
not flood. Free water shall not appear on surface
during or after compaction operations. Remove and
replace, or scarify air-dry soil too wet to allow
proper compaction.
3.5 Grading
A. Uniformly grade areas, including adjacent transition
areas to smooth surface at required grades and
elevations.
B. Concrete subgrade: Excavate or fill as required to
provide finish grade shown on plans. Shape subgrade
to true and even lines to provide for uniform
thickness of sand cushion.
3.6 Finish Grading
A. Fine grade areas to achieve final contours indicated.
B. Provide uniform roundings at top and bottom of slopes
and other breaks in grade. Correct irregularities and
areas where water will stand.
C. Topsoil:
1. Place topsoil to 2" depth over areas modified by
work or this contract which are not covered by
buildings, walks, or pavings.
2. Uniformly distribute topsoil to required grades;
feather back to where grades remain unchanged.
3. Place and compact topsoil in manner conducive to
the growth and maintenance of plant material.
4. Degree of finish shall be that ordinarily
obtainable with blade or scraper operations.
Remove rubbish, vegetation, and rocks over 1
1/2" in diameter. Leave areas smooth and
suitable for establishment of lawns and
planting. Correct irregularities and areas
where water will stand.
3.7 Maintenance
A. Before final acceptance, protect newly graded areas from
traffic, construction and weather damage, washing,
erosion and rutting, and repair such damage that
occurs.
B. Correct settlement below established grades to prevent
ponding of water.
C. Excess stockpiled material to remain on site. Other
material, such as waste, to be removed from site and
leave work in clean finished condition.
3.8 Final Acceptance
A. Site shall be thoroughly inspected by Owner prior to
final acceptance.
B. Any areas needing further grading or other attention
shall be completed to Owner's satisfaction.
End - of - Section
SECTION 03 CONCRETE WORK
Guadalude Neighborhood Entrance Sian
1001 1st Place, Lubbock, Texas
1. General
1.1 Scope of Project
-` A. Refer to drawings for sections and locations of concrete
work.
1.2 Related Work as Specified Elsewhere:
A. Section 02 - Earthwork & Grading
Section 04 - Precast Concrete Sign
Section 05 - Aluminum Letters
Section 06 - Brick Work
Section 07 - Irrigation
1.3 Codes and Standards:
A. Comply with the provisions of the following codes,
specifications and standards, except where more
stringent requirements are shown or specified.
ACI 347 "Recommended Practice for Concrete Formwork".
ACI 304 "Recommended Practice for Measuring, Mixing,
Transporting and Placing Concrete".
-- Concrete Reinforcing Steel Institute, "Manual of
Standard Practice".
1.4 Workmanship:
A. The Contractor is responsible for correction of concrete
work which does not conform to the specified
requirements, including strength, tolerances and
finishes. Correct deficient concrete as directed by
the Owner.
B. Contractor to have a minimum of 3 years experience in
forming and pouring concrete of a similar nature and
scope.
C. Concrete shall meet minimum strength specified on
details.
D. Contractor shall, at Owner's request, submit proof or
test data of concrete to be used. Contractor shall be
responsible for type of concrete delivered by ready -
mix plant.
2. Products
2.1 Form Materials:
A. Forms for Exposed Finish Concrete: Unless otherwise
shown or specified, construct all formwork for exposed
concrete surfaces with plywood, metal, metalframed
plywood -faced or other acceptable panel -type
materials, to provide continuous, straight, smooth,
exposed surfaces. Finish in largest practicable sizes
to minimize number of joints and to conform to joint
system shown on drawings. Provide form material with
sufficient thickness to withstand pressure of newly -
placed concrete without bow or deflection. Forms used
for this class of concrete shall be new or "good -as -
new."
B. Use Plywood complying with U.S. Product Standard PS-1
"b-B (Concrete Form) Plywood" Class 1, Exterior Grade
or better, mill -oiled and edgesealed, with each piece
bearing legible trademark of an approved inspection
agency, unless otherwise acceptable to Owner.
2.2 Reinforcing Materials:
A. Reinforcing Bars: ANSI/ASTM A 615 with Supplementary
Requirements (sl), and as follows:
Provide Grade 60, except No. 3 ties and stirrups may
be Grade 40.
B. Welded Wire Fabric: ANSI/ASTM A 185, welded steel wire
fabric.
C. Supports for Reinforcement: Provide supports for
reinforcement including bolsters, chairs, spacers and
other devices for spacing, supporting and fastening
reinforcing bars and welded wire fabric in place. Use
wire bar type supports complying with CRSI, unless
otherwise specified. Wood, brick and other devices
will not be acceptable.
1. For slabs -on -grade, use supports with sand plates
for horizontal runners where wetted base
materials will not support chair legs.
2. For exposed -to -view concrete surfaces, where legs
of supports are in contact with forms, provide
supports with legs which are hot/dip galvanized,
or plastic protected or stainless steel
protected.
2.3 Concrete.Materials:
A. Portland Cement: ANSI/ASTM C 150, Type I, unless
otherwise acceptable to Owner.
B. Use only one brand of cement throughout the project,
unless otherwise acceptable to Owner.
C. Aggregates•
1. Clean, sharp, natural sand free from loam, clay,
lumps or other deleterious substances.
a. Dune sand, bank -run sand and manufactured
sand are not acceptable.
-- 2. Coarse Aggregate: ANSI/ASTM C33. Clean,
uncoated, processed aggregate containing no
clay, mud, loam or foreign matter as follows:
a. Crushed stone, processed from natural rock
or stone.
b. Washed gravel, either natural or crushed.
Use of pit or bank -run gravel is not
permitted.
c. Provide aggregate from a single source for
all exposed concrete.
3. Maximum Aggregate Size: Not larger than one -fifth
of the narrowest dimension between sides of
forms, one-third of the depth of slabs, nor
-' three -fourths of the minimum clear spacing
between individual reinforcing bars or bundles
of bars.
4. These limitations may be waived if, in the
judgement of the Owner, workability and methods
of consolidation are such that concrete can be
placed without honeycomb or voids.
2.4 Water: Clean, fresh, drinkable.
2.5 Air -Entraining Admixture: ANSI/ASTM C 260.
2.6 Water -Reducing Admixture: ANSI/ASTM C 490, Type A, containing
not more than 1% chloride ions.
2.7 Set -Control Admixtures: ASTM C 494, as follows:
Type B, Retarding.
Type C, Accelerating.
Type D, Water -reducing and Retarding.
Type E, Water -reducing and Accelerating.
A. Calcium chloride will not be permitted in concrete,
unless otherwise authorized in writing by Owner.
2.8 Related Materials:
A. Expansion Joints: Premolded cane fiber saturated with
asphalt. Unless indicated otherwise, 1/2" thickness
by depth of slab. At curbs and gutters, furnish
special section to meet local curb and gutter
specifications.
B. Preformed Expansion Joint Fillers: See Division 7
sections.
C. Absorptive Cover: Burlap cloth made from jute or
kenaf, weighing approximately 9 oz. pr. sq. yd.,
complying with AASHO M 182, Class 3.
D. Moisture -Retaining Cover: One of the following,
complying with ASTM C 171.
Waterproof paper.
Polyethylene film.
Polyethylene -coated burlap.
E. Membrane -Forming Curing Compound: Federal Spec. TT-C-
800, Type I, unless other type acceptable to the
Owner.
2.9 Proportioning and Design of Mixers:
A. Exterior concrete shall contain six (6) sacks (564
lbs.) of cement per cubic yard of concrete, 6 percent
plus or minus 1 percent of entrained air, coarse
aggregate 1" or smaller and shall be poured with a
slump of 5" plus or minus 1" unless noted otherwise.
2.10 Admixtures:
A. Use air -entraining admixture in exterior exposed
concrete, unless otherwise indicated. Add air -
entraining admixture at the manufacturer's prescribed
rate to result in concrete at the point of placement
having air content within the following limits:
1. Concrete structures and slabs exposed to freezing
and thawing or subjected to hydraulic pressure:
2. 6% for maximum 1" aggregate.
6% for maximum 3/4" aggregate.
B. Use admixtures for water -reducing and set -control in
strict compliance with the manufacturer's directions.
C. Use amounts of admixtures as recommended by the
manufacturer for climactic conditions prevailing at
the time of placing. Adjust quantities and types of
- admixtures as required to maintain quality control.
2.11 Slump Limits:
r A. Proportion and design mixes to result in concrete slump
at the point of placement as follows:
1. Ramps and Sloping Surfaces: Not more than 3".
2. All other Concrete: Not less than 1" and not
more than 411.
2.12 Concrete Mixing:
A. Ready -Mix Concrete: Comply with the requirements of
ANSI/ASTM C 94, and as herein specified.
'- B. Delete the references for allowing additional water to
be added to the batch for material with insufficient
slump. Addition of water to the batch will not be
-- permitted.
C. During hot weather, or under conditions contributing to
rapid setting of concrete, a shorter mixing time than
specified in ANSI/ASTM C 94 may be required.
D. when the air temperature is between 85 degrees F. and
90 degrees F., reduce the mixing and delivery time
from 1-1/2 hours to 75 minutes, and when the air
temperature is above 90 degrees F., reduce the mixing
and delivery time to 60 minutes.
3. Execution
3.1 Forms•
A. General
1. Design, erect, support, brace and maintain
formwork to support vertical and lateral loads
that might be applied until such loads can be
supported by the concrete structure. Construct
formwork so concrete members and structure are
of correct size, shape, alignment, elevation and
position.
2. Design formwork to be readily removable without
impact, shock or damage to cast -in -place
concrete surfaces and adjacent materials.
3. Forms shall not leak cement paste.
4. Fabricate forms for easy removal without
hammering or prying against the concrete
surfaces. Provide crush plates or wrecking
plates where stripping may damage cast concrete
surfaces. Provide top forms for inclined
surfaces where slope is too steep to place
concrete with bottom forms only. Kerf wood
inserts for forming keyways, reglets, recesses,
and the like, to prevent swelling and for easy
removal.
5. Provide temporary openings where interior area of
formwork is inaccessible for cleanout, for
inspection before concrete placement, and for
placement of concrete. Securely brace temporary
openings and set tightly to form to prevent loss
of concrete mortar. Locate temporary openings
on forms at inconspicuous locations.
6. Chamfer exposed corners and edges as shown, using
wood, metal, PVC or rubber camfer strips
"- fabricated to produce uniform smooth lines and
tight edge joints.
B. Form Ties•
1. Factory -fabricated, adjustable -length, removable
or snap off metal form ties, designed to prevent
form deflection, and to prevent spalling
concrete surfaces upon removal.
2. Unless otherwise shown, provide ties to portion
remaining within concrete after removal is at
least 1 1/2" inside concrete. Unless otherwise
_. shown, provide form ties which will not leave
holes larger than 1" diameter in concrete
surface.
C. Cleaning and Tightening:
1. Thoroughly clean forms and adjacent surfaces to
receive concrete. Remove chips, wood, sawdust,
dirt or other debris just before concrete is
placed.
2. Retighten forms after concrete placement if
required to eliminate mortar leaks.
3.2 Placing Reinforcing:
A. Comply with the specified codes and standards, and
Concrete Reinforcing Steel Institute's recommended
practice for "Placing Reinforcing Bars", for details
and methods of reinforcement placement and supports,
and as herein specified.
B. Clean reinforcement of loose rust and mill scale,
earth, ice, and other materials which reduce or
destroy bond with concrete.
C. Accurately position, support and secure reinforcement
-- against displacement by formwork, construction, or
concrete placement operations. Locate and support
reinforcing by metal chairs, runners, bolsters,
spacers and hangers, as required.
D. Place reinforcement to obtain at least the minimum
coverages for concrete protection. Arrange, space and
securely tie bars and bar supports to hold
reinforcement in position during concrete placement
operations. Set wire ties so ends are directed into
concrete, not toward exposed concrete surfaces.
E. Do not place reinforcing bars more than 2" beyond the
last leg of continuous bar support. Do not use
supports as bases for runways for concrete conveying
equipment and similar construction loads.
F. Install welded wire fabric in as long lengths as
practicable. Lap adjoining pieces at least one full
mesh and lace splices with wire. Offset end laps in
adjacent widths to prevent continuous laps in either
direction.
3.3 Joints: General
A. Construction Joints: Locate and install construction
joints, which are not shown on the drawings, so as not
to impair the strength and appearance of the
structure, as acceptable to the Owner.
1. Provide keyways at least 1 1/2" deep in all
construction joints in walls, slabs and between
walls and footings; acceptable bulkheads
designed for this purpose may be used for slabs.
2. Place construction joints perpendicular to the
main reinforcement. Continue all reinforcement
across construction joints.
B. Control Joints in Slabs -on -Ground: Construct control
joints in slabs -on -ground to form panels or patterns
as shown or directed. Use screed type joints equal to
those manufactured by Superior Concrete Accessories,
Inc. Screed Key joints are of 24 gauge galvanized
steel with 1 1/8" dowel knockouts at 6" on centers.
Install with a minimum of five special 16 gauge by 1"
stakes per ten feet of length of material. If saw cut
control joints are used, they shall be made with a
power saw fitted with an abrasive or diamond blade.
Saw cuts must be one-fourth the slab thickness.
Sawing shall begin as soon as the concrete surface is
firm enough so that it will not be torn or damaged by
the blade. This will be within 4 to 12 hours after
the concrete hardens.
C. Isolation Joints in Slabs -on -Ground: Construct
isolation joints in slabs on ground at all points of
contact between slabs on ground and vertical surfaces,
W such as column pedestals, foundation walls, grade
beams and elsewhere as indicated.
D. Expansion Joints: Provide premolded joint filler for
expansion joints abutting concrete curbs, catch
basins, manholes, inlets, structures, walks and other
fixed objects.
1. Expansion joints shall be at 20, o.c., unless
otherwise shown.
2. Extend joint fillers full -width and depth of
joint, and not less than 1/2" or more than 1"
below finished surface. Furnish joint filler in
one-piece lengths for the full width being
placed, wherever possible. Where more than one
length is required, lace or clip joint filler
section together. Form top edge of filler to
conform to top profile of concrete.
3. Protect the top edge of the joint filler during
concrete placement with a metal cap or other
temporary materials. Remove protection after
both sides of joint are placed.
E. Edge Forms and Screed Strips for Slabs: Set edge forms
for bulkheads and intermediate screed strips for slabs
to obtain the required elevations and contours in the
finished slab surface. Provide and secure units
sufficiently strong to support the types of screeds
required. Align the concrete surface to the elevation
of the screed strips by the use of strike -off
templates or accepted compacting type screeds.
F. Preparation of Form Surfaces: Coat the contact
surfaces of forms with a form -coating compound before
reinforcement is placed. Provide commercial
formulation form -coating compounds that will not bond
with, stain nor adversely affect concrete surfaces,
and will not impair subsequent treatment of concrete
surfaces requiring bond or adhesion, nor impede
wetting of surfaces to be cured with water or curing
compounds.
Thin form -coating compounds only with thinning agent of
type, and in amount, and under conditions of the form -
coating compound manufacturer's directions. Do not__
allow excess form -coating material to accumulate in
the forms or to come into contact with concrete
surfaces against which fresh concrete will be placed.
Apply in compliance with manufacturer's instructions.
3.4 Concrete Placement:
A. General•
1. Comply with ACI 614, and as herein specified.
2. Deposit concrete continuously or in layers of
such thickness that no concrete will be placed
on concrete which has hardened sufficiently to
cause the formation of seams or planes of
weakness within the section. If a section
cannot be placed continuously, provide
construction joints as herein specified.
3. Deposit concrete as nearly as practicable to its
final location to avoid segregation due to
rehandling or flowing.
B. Pre -Placement Inspection:
1. Before placing concrete, inspect and complete the
formwork installation, reinforcing steel, and
items to be embedded or cast -in.
2. Thoroughly wet wood forms immediately before
placing concrete, as required where form
coatings are not used.
C. Placing Concrete in Forms:
1. Deposit concrete in forms in horizontal layers
not deeper than 18" and in a manner to avoid
inclined construction joints.
2. Consolidate placed concrete by mechanical
vibrating equipment supplemented by
hand -spading, rodding or tamping. Use vibrators
designed to operate with vibratory element
submerged in concrete, maintaining a speed of
not less than 6000 impulses per minute.
3. Do not use vibrators to transport concrete inside
of forms. Insert and withdraw vibrators
vertically at uniformly spaced locations not
farther than the visible effectiveness of the
machine. Do not insert vibrators into lower
layers of concrete that have begun to set. At
each insertion, limit the duration of vibration
to the time necessary to consolidate the
concrete and complete embedment of reinforcement
and other embedded items without causing
segregation of the mix.
D. Placing Concrete Slabs:
1. Deposit and consolidate concrete slabs in a
continuous operation, within the limits of
_. construction joints, until the placing of a
panel or section is completed.
2. Consolidate concrete during placing operations so
that concrete is thoroughly worked around
reinforcement and other embedded items and into
corners.
3. Bring slab surfaces to the correct level with a
straightedge and strike off. Use bull floats or
darbies to smooth the surface, leaving it free
of humps or hollows. Do not sprinkle water on
the plastic surface. Do not disturb the slab
-- surfaces prior to beginning finishing
operations.
4. Maintain reinforcing in the proper position
during concrete placement operations.
E. Cold Weather Placing:
1. Protect concrete work from physical damage or
reduced strength which could be caused by frost,
freezing actions, or low temperatures, in
compliance with ACI 306 and as herein specified.
2. When air temperature has fallen to or is expected
to fall below 40 degrees F., uniformly heat all
water and aggregates before mixing as required
to obtain a concrete mixture temperature of not
less than 50 degrees F., and not more than 80
degrees F., at point of placement.
3. Do not use frozen materials or materials
containing ice or snow. Do not place concrete
on frozen subgrade or on subgrade containing
frozen materials.
4. Do not use calcium chloride, salt and other
materials containing antifreeze agents or
chemical accelerators, unless otherwise accepted
in mix designs.
3.5 Finish of Formed Surfaces:
A. The following finishing procedure shall be observed:
1. After striking -off and consolidating concrete,
smooth the surface by screeding and floating.
Do not use "Jitterbugs". Use hand methods only
where mechanical floating is not possible.
Adjust the floating to compact the surface and
produce a uniform mixture.
2. After floating, test surface for trueness with a
10" straightedge. Distribute concrete as
required to remove surface irregularities, and
refloat repaired areas to provide a continuous,
smoother finish.
3. Work edges of slabs, gutters, back top edge of
curb, and formed joints with an edging tool, and
round to 1/2" radius, unless otherwise shown.
Eliminate any tool marks on concrete surface.
4. After completions of floating and when excess
moisture or surface sheen has disappeared
complete surface finishing as follows:
B. Broom Finish:
1. Broom finish, by drawing a fine broom across
concrete surface, perpendicular to line of
traffic. Repeat operation if required to
provide a fine line texture acceptable to the
Owner.
2. On inclining slab surfaces, provide a coarse,
non -slip finish by scoring surface with a stiff -
bristled broom.
C. Exposed Aggregate Finish:
1. Apply exposed aggregate finish to slabs and other
areas as shown on the drawings. Do not begin
exposed aggregate work until sample panel has
been approved by the Owner.
2. Provide redwood dividers of size and spacing as
shown on the drawings. Dividers shall be
redwood, select heart grade, and shall be
securely staked to grade and line as established
in the field.
3. Immediately following the first floating
operations, apply special approved aggregate
(3/4" diameter Vealmoor aggregate) by
broadcasting over the floor area and tamping to
embed the aggregate. Apply the aggregate at the
required rate to match the approved sample
panel.
4. After the concrete has taken its initial set,
expose the surface aggregates using a water fog
spray and fiber -bristle brooms to remove the
surface matrix. Expose the coarse aggregate
approximately 1/8" or more to match the approved
sample panel, but no so deep as to displace the
bond of the aggregate to the matrix. The use of
surface retarders will not be permitted, unless
-` otherwise accepted in writing by the Owner.
5. After the concrete has taken its final set, apply
a weak acid wash to clean the exposed aggregate
surfaces. Thoroughly neutralize and flush the
acid wash from the finish surfaces. Protect all
other adjacent construction and finishes from
damage due to the acid wash; repair or replace
damaged or defaced work as directed by the
Owner.
3.6 Concrete Curing and Protection:
A. General: Protect freshly placed concrete from
premature drying and excessive cold or hot
temperature, and maintain without drying at a
relatively constant temperature for a period of time
necessary for hydration of cement and proper
hardening.
1. Start initial curing application as soon as free
water has disappeared from concrete surface
after placing and finishing. Weather
permitting, keep continuously moist for not less
than 72 hours.
2. Begin final curing procedures immediately
following initial curing and before concrete has
dried. Continue final curing for at least 168
cumulative hours (not necessarily consecutive)
during which concrete has been exposed to air
temperatures above 50 degrees F. Avoid rapid
drying at end of final curing period.
B. Curing Methods: Perform curing of concrete by moist
curing or by moisture retaining cover curing or by
membrane -forming curing compound and by combinations
thereof, as herein specified.
1. Provide moisture curing by following methods:
2. Keep concrete surface continuously wet by
covering with water. Continuous water -fog
spray.
3. Covering concrete surface with specified
absorptive cover, thoroughly saturating cover
with water and keeping continuously wet. Place
absorptive cover to provide coverage of concrete
surfaces and edges, with 4" lap over adjacent
absorptive covers.
4. Provide moisture -cover curing as follows:
5. Covering concrete surfaces with moisture -
retaining cover for curing concrete, placed in
widest practicable width with. sides and ends
lapped at least 3" and sealed by waterproof tape
or adhesive. Immediately repair any holes or
tears during curing period using cover materials
and waterproof tape.
6. Provide curing compound for slabs as follows:
7. Apply specified curing and sealing compound to
concrete slabs as soon as final finishing
operations are complete (within 24 hours).
8. Apply uniformly in continuous operation by power -
spray or roller in accordance with
manufacturer's directions. Re -coat areas
subjected to heavy rainfall within 3 hours after
initial application. Maintain continuity of
coating and repairing damage during curing
period.
9. Do not apply membrane curing compounds on
surfaces which are to be covered with coating
material applied directly to concrete, liquid
floor hardener, waterproofing, dampproofing,
membrane roofing, floor, painting, and other
coatings and finish materials, unless otherwise
acceptable to Owner.
C. Curing Formed Surfaces: Cure formed concrete surfaces,
including undersides of beams supported slabs and
other similar surfaces by moist curing with forms in
place for full curing period or until forms are
removed. If forms are removed, continue curing by
methods specified above, as applicable.
D. Curing Unformed Surfaces: Initially cure unformed
surfaces, such as slabs, floor topping, and other flat
surfaces by moist curing.
1. Final cure unformed surfaces, unless otherwise
specified, by methods specified above, as
applicable.
-' 2. Final cure concrete surfaces to receive liquid
floor hardener or finish flooring by use of
moisture -retaining cover, unless otherwise
directed.
3.7 Miscellaneous Concrete Items:
A. Filling -In: Fill-in holes and openings left in
concrete structures for passage of work by other
trades, unless otherwise shown or directed, after work
-` of other trades is in place. Mix, place and cure
concrete as herein specified, to blend with in -place
construction. Provide other miscellaneous concrete
-- filling shown or required to complete work.
B. Curbs: Provide monolithic finish to interior curbs by
stripping forms while concrete is still green and
steel -troweling surfaces to a hard, dense finish with
corners, intersections and terminations slightly
rounded.
3.8 Concrete Surface Repairs:
A. Patching Defective Areas: Repair and patch defective
areas with cement mortar immediately after removal of
forms, but only when acceptable to Owner.
B. Cut out honeycomb, rock pockets, voids over 1/4" in any
dimension, and holes left by tie rods and bolts, down
to solid concrete but, in no case to a depth of less
than 1". Make edges of cuts perpendicular to the
concrete surface. Before placing cement mortar or
proprietary patching compound, thoroughly clean,
dampen with water and brush -coat the area to be
patched with neat cement grout, or proprietary bonding
agent.
C. For exposed -to -view surfaces, blend white portland
cement and standard portland cement so that, when dry,
patching mortar will match color surrounding. Provide
test areas at inconspicuous location to verify mixture
and color match before proceeding with patching.
Compact mortar in place and strike -off slightly higher
than surrounding surface.
D. Repair of Formed Surfaces: Remove and replace concrete
having defective surfaces if defects cannot be
repaired to satisfaction of Owner. Surface defects,
as such, include color and texture irregularities,
cracks, spalls, air bubbles, honeycomb, rock pockets;
fins and other projections on surface; and stains and
other discolorations that cannot be removed by
cleaning. flush out form ties holes, fill with dry
pack mortar, or precast cement cone plugs secured in
place with bonding agent.
E. Repair finished unformed surfaces that contain defects
with adversely affect durability of concrete. Surface
defects, as such, include crazing, cracks in excess of
0.01" wide or which penetrate to reinforcement or
completely through non -reinforced sections regardless
of width, spalling, pop -outs, honeycomb, rock pockets,
and other objectionable conditions.
F. Correct high areas in unformed surfaces by grinding,
after concrete has cured at least 14 days.
G. Correct low areas in unformed surfaces during, or
immediately after completions of surface finishing
operations by cutting out low areas and replacing with
fresh concrete. Finish repaired areas to blend into
adjacent concrete. Proprietary patching compounds may
be used when acceptable to Owners.
H. Repair defective areas, except random cracks and single
holes not exceeding 1" diameter, by cutting out and
replacing with fresh concrete. Remove defective areas
to sound concrete with clean, square cuts and expose
reinforcing steel with at least 3/4" clearance all
around. Dampen concrete surfaces in contact with
patching concrete, and brush with a neat cement grout
coating or concrete bonding agent. Mix patching
concrete of same materials to provide concrete of the
same type or class as original concrete. Place,
compact and finish to blend with adjacent finished
concrete. Cure in the same manner as adjacent
concrete.
I. Repair isolated random cracks and single holes not over
1" in diameter by dry -pack method. Groove top of
cracks and cut-out holes to sound concrete and clean
of dust, dirt and loose particles. Dampen cleaned
concrete surfaces and brush with neat cement grout
-- coating or concrete bonding agent. Mix dry -pack,
consisting of one part portland cement to 2-1/2 parts
fine aggregate passing a No. 16 mesh sieve, using only
enough water as required for handling and placing.
Compact dry -pack mixture in place and finish to match
adjacent concrete. Keep patched area continuously
moist for not less than 72 hours.
1. Use epoxy -based mortar for structural repairs,
where directed by owner.
2. Repair methods not specified above may be used,
subject to acceptance of Owner.
3.9 ouality Control Testing During Construction:
A. Sampling and testing for quality control during the
placement of concrete may include the following, as
directed by the Owner.
B. Sampling Fresh Concrete: ASTM C 172, except modified
for slump to comply with ASTM C 94.
C. Slump: ASTM C 143; one test for concrete load at point
of discharge; and one test for each set of compressive
strength test specimens.
D. Air Content: ASTM C 173, volumetric method for
lightweight concrete; ASTM C 231 pressure for normal
weight concrete; one for each set of compressive
strength test specimens.
E. Concrete Temperature: Test hourly when air temperature
is 40 degrees F. and below, and when 80 degrees F. and
above; and each time a set of compression test
specimens is made.
F. Compression Test Specimen: ASTM C 31; one set of 6
standard cylinders for each compressive strength test,
unless otherwise directed. Mold and store cylinders
for laboratory cured test specimens except when field -
cure test specimens are required.
G. Compressive Strength Tests: ASTM C 39; one set for
each 100 cu. yds. or fraction thereof, of each
concrete class placed in any one day or for each 5,000
sq. ft. of surface area placed; 2 specimens tested at
7 days, 3 specimens tested at 28 days, and one
specimen retained in reserve for later testing if
required.
1. When the frequency of testing will provide less
than 5 strength tests for a given class of
concrete, conduct testing from at least 5
randomly selected batches or from each batch if
fewer than 5 are used.
2. When the total quantity of a given class of
concrete is less than 50 cu. yds., the strength
test may be waived by the Owner if, in his
judgement, adequate evidence of satisfactory
strength is provided.
3. When the strength of field -cured cylinders is
less than 85% of companion laboratory -cured
cylinders, evaluate current operations and
provide corrective procedures for protecting and
curing the in -place concrete.
H. Test results will be reported in writing to the Owner
and the Contractor on the same day that tests are
made. Reports of compressive strength tests shall
contain the project identification name and number,
date of concrete placement, name of concrete testing
service, concrete type and class, location of concrete
batch in the structure, design compressive strength at
28 days, concrete mix proportions and materials;
compressive breaking strength and type of break for
both 7-day tests and 28-day tests.
I. Additional Tests: The testing service will make
additional tests of in -place concrete when test
results indicate the specified concrete strengths and
other characteristics have not been attained in the
structure, as directed by the Owner. The testing
service may conduct tests to determine adequacy of
concrete by cored cylinders complying with ASTM C 42,
or by other methods as directed. Contractor shall pay
for such tests conducted, and any other additional
testing as may be required, when unacceptable concrete
is verified.
END OF SECTION
(THIS PAGE LEFT BLANK INTENTIONALLY)
SECTION 04 PRECAST CONCRETE SIGN
Guadalupe Neighborhood Entrance Sian
1001 1st Place, Lubbock, Texas
-- 1. General
1.1 Related Work
r A. Section 03 - Concrete Work
2. Materials
2.1 Concrete
A. Concrete Mix: To be buff colored cement
using San Antonio Limestone and Masonry sand.
B. Concrete Strength: 5000 P.S.I.; 28 day
strength.
C. Finish: Exposed aggregate achieved by
- chemical retarders.
3. Casting and Installation
M 3.1 Casting
A. Sign shall be cast by a reputable precast
concrete contractor according to plan
dimensions.
-- B. Sign shall be cast and be reinforced to
withstand 100 M.P.H. wind load.
3.2 Installation
A. Sign to be installed on pre -poured footing
and anchored according to plans.
4. Guarantee
4.1 The contractor shall guarantee all materials
for a minimum of one (1) year from date of
acceptance. Repairs to include labor and
materials, shall be made promptly, without
further charge to the owner for said time period.
End - of - Section
(THIS PAGE LEFT BLANK INTENTIONALLY)
SECTION 05 ALUMINUM LETTERS
Guadalupe Neighborhood Entrance Sign
1001 lst Place, Lubbock, Texas
1. General
1.2 Related Work
A. Section 03 - Concrete
1.3 Additional Information
2. Materials
A. Letters: 10" tall, 4" thick aluminum. Style to be
Spanjer "Garamond" or approved equal.
B. Mounting: To be as specified on plans.
C. Finish: Bronze enamel.
3. Guarantees
5.1 The contractor shall guarantee all labor, workmanship, and
materials for a period of one (1) year from date of
acceptance. Repairs to include labor and materials, shall
be made promptly, without further charge to the Owner for
said time period.
End - of - Section
(THIS PAGE LEFT BLANK INTENTIONALLY)
Section 06 Brick Work
y Guadalupe Neighborhood Entrance Sian
1001 1st Place, Lubbcok, Texas
-- 1. General
1.1 Scope of Project
A. To furnish and supply all superintendence,
labor, equipment, materials and incidentals
necessary to complete the brick work in
-` accordance with drawings and specifications
at the Guadalupe Neighborhood Entrance Sign.
1.2 Related Work Specified Elsewhere
A. Section 03 - Concrete
1.3 Additional Information
A. All information under General Instruction to
Bidder, General Conditions of Agreement, and
Special Conditions apply to this section.
2. Materials
A. Face Brick shall be 2 1/4" X 3 5/81' X 7 5/811.
B. Brick shall be from dense hard fired clay.
Color blending shall be one Red to one Harvard
Blend. A sample shall be submitted for
approval to the Owner's Representative.
C. Brick shall meet ASTM Specification C902-79A
w and shall be free of objectionable chippage,
size variation and other defects. Broken
bricks are not allowed.
- D. Mortar: Type N, mix by proportions in
accordance with B1A MI-7Z.
E. Brick ties and rebar shall be clean and free
of rust and be new, unused material.
3. Quality Assurance
A. No anti -freeze compounds or other substances
shall be added to mortar.
B. No air -entraining admixtures, or material
containing air -entraining admixtures will be
r allowed.
C. Water must be clean and free of deleterious
amounts of acids, alkalies, and organic
material.
D. Contractor shall leave area clean and haul off
extra materials, trash, and any equipment used
for job.
E. Contractor shall clean up any concrete or
mortar spills. Contractor shall not wash concrete trucks
or concrete equipment on the site.
4. Safety
A. Contractor shall use barricades and/or rope
off hazardous work areas if necessary to
protect the public health, safety, and
welfare.
B. Contractor shall protect existing utilities
including irrigation system, and shall be
responsible for any damage to such utilities.
C. Contractor to protect existing -landscaping and
shall be responsible for any damage to such
landscaping.
5. Protection of Materials
A. Brick shall be stored in a manner which
prevents mud, dust, or materials likely to
cause staining or other defects from coming
into contact with it.
B. Cover materials when necessary to protect from
elements.
6. Clean -Up and Final Inspection
A. Contractor to clean brick thoroughly with 20%
solution of muriatic acid to remove any
efflorescence present.
B. After all clean-up is completed Contractor
shall notify Owner for a final inspection. At
this time, if work is completed according to
specifications and Owner's satisfaction, a
Notice of Acceptance will be issued.
7. Warranty
A. Contractor shall guarantee all workmanship for
a period of one (1) year from date of final
acceptance. During this time, Contractor
shall correct, at his expense, any defects or
faults which occur.
End - of - Section
(THIS PAGE LEFT BLANK INTENTIONALLY)
SECTION 07 Irrigation
Guadalupe Neighborhood Entrance Sign
1001 1st Place, Lubbock, Texas
1. General
1.1 Scope of Project
A. To furnish all material, equipment, labor, and
supervision necessary to provide complete installation
of an automatic sprinkler system at the Guadalupe
Neighborhood Entrance Sign.
1.2 Related Work Specified Elsewhere
A. Section 01-Summary of Work
B. Section 08-Landscaping
1.3 Work to be done by Owner
A. Owner shall install electrical power and water source
for Contractor. See 3.2 Utilities in this section for
details.
1.4 Additional Information
A. All information under General Instructions to Bidder,
General Conditions of Agreement, and Special
Conditions apply to this section. _
2. Quality Assurance
2.1 Qualifications of Bidder -Licensing
A. Bidder shall be a registered Contractor and be a
licensed irrigation installer in the state of Texas or
from the state where Contractor is based. Out of
state licensing shall only be acceptable if the
licensing state shares reciprocity with Texas.
License will be verified by city staff prior to
issuance of building permit. A licensed irrigator or
installer shall be on the job site at all times
irrigation work is in progress.
B. Bidder shall have satisfactorily completed a minimum of
3 comparable size automatic systems and be prepared to
provide written references from each.
C. Owner reserves the right to reject arty bid if bidder is
not qualified based on the above given criteria.
2.2 Codes and Standards
A. Bidder to conform to all local, state, and federal codes
and ordinances.
2.3 Discrepancies
A. It is the intent of this contract that all work must be
done and all material must be furnished in accordance
with the generally accepted practice of the area, and
in the event of any discrepancies between the plans
and specification arise or doubts as to the meaning
and intent of any portion of the contract, the Owner
shall define which is intended to apply to the work.
3. Site Conditions
3.1 Examination of Site
A. Bidder shall visit the project site and compare drawings
and specifications to actual site. Failure to do so
will in no way relieve the successful Bidder from the
responsibility of completing the project in accordance
to project specifications at no additional cost to the
Owner.
3.2 Utilities
A. Contractor's attention is directed to the fact that
other underground utility lines may exist that Owner
is not aware of. It is Contractor's obligation to
locate and familiarize himself with all utilities and
to provide for their safety. Damage to utilities will
be repaired at Contractor's expense.
B. Water Supply - Meter or other water source to be
supplied by owner. Contractor is responsible for
hook-up from meter to system.
C. Electrical Power Supply - Power to the meter box to be
installed by Owner. Owner will set the meter box.
Contractor shall run power to the controller.
Contractor must satisfy City of Lubbock electrical
codes for hook-up. Contractor is required to have a
licensed electrician provide the electrical hook-ups.
D. Bores ( if applicable) - Contractor is responsible for
bores and sleeving necessary to go under city streets
to provide any utility service to the project site.
Bored holes shall be of the smallest diameter which
will permit installation of encasement pipe. Pipe
sleeving under city streets shall be 16 gauge smooth
steel pipe with a minimum wall thickness of one -
quarter (1/4) inch.
Irrigation lines crossing sidewalks shall be sleeved
with P.V.C. pipe. Pipe to be large enough for
-` irrigation pipe and conduit for electrical control
wires (if necessary).
4. Field Quality Control
4.1 Responsibility of Materials
A. Contractor shall be responsible for all materials
furnished by him and shall replace at his own expense
all material found to be defective in manufacture or
if it has become damaged in handling after shipment.
4.2 Responsibility of Property
A. Contractor shall be responsible for the protection and
preservation of all plant material, monuments, and
structures during installation. Any damage shall be
repaired or replaced by Contractor at his own expense
to the satisfaction of the Owner.
` B. All trenching or any excavation is to be no less than
six (6) feet from the trunk of any plant material. If
questions arise, Contractor shall contact Owner for
clarification.
4.3 Barricades and Protective Measures
s' A. Contractor shall be responsible for the protection of
unfinished work. Contractor shall, at his own expense,
furnish and erect such barricades, fences, lights, and
-- danger signals, and shall take such other
precautionary measures for the protection of persons,
property, and the work as may be necessary.
B. The contractor will be held responsible for all damage
to the work due to failure of barricades, signs, and
lights to protect it, and when damage is incurred, the
damaged portion shall be immediately removed and
replaced by contractor at his own cost and expense.
The contractor's responsibility for maintenance of
barricades, signs, and lights shall not cease until
the date of issuance to contractor of City's
certificate of acceptance of the project.
5. Submittals
5.1 Maintenance Materials
A. At completion of job Contractor shall furnish spare
parts, special tools, and equipment required to
operate and maintain system.
5.2 Maintenance Data
A. Contractor shall furnish two (2) copies of parts list
and repair manuals for controllers, valves, and heads.
5.3 Project Record Document
A. Contractor shall prepare an "as -built" plan of system
after final check. Work to be done on vellum paper
with legend describing symbols for equipment. "As -
built" plans shall be accurate. Inaccurate plans will
not be accepted. Final payment will not be made until
"as -built" plan is submitted to Park Development
staff.
6. Products
6.1 Performance of Specified Material
A. All specifications given for materials are based on the
performance of the equipment. This is to insure the
integrity and proper hydraulics that the system is
designed for. If bid material does not conform to
given performance specifications, the bid will be
rejected by owner based on grounds that proper
function of system could not be maintained by using
equipment that does not meet the performance
specifications required.
B. All material to be new, unused, and current.
C. All material must be a standard product of a
manufacturer.
D. Contractor shall provide performance records to verify
equipment capabilities.
6.2 Materials
A. P.V.C. Pipe
1. All polyvinyl chloride pipe shall be class 200,
SDR 21 unplasticized polyvinyl chloride, Type I,
Grade I, except when using a pump. When using a
pump, refer to the following chart.
PIPE SIZE CHART
Pipe Size Schedule/Class
1/2" 200
3/4" 200
1" 200
1 1/4" 200
1 1/2" 200
2" 40
2 1/2" 40
3" 40
4" 40
6" 200
(USE ONLY WITH PUMP)
2. All pipe must have manufacturer's markings clearly
printed on them during installation.
3. All class 200 pipe must conform to ASTM D-2241.
All schedule 40 and 80 pipe must conform to ASTM
D-1785.
4. All piping under four (4) inch shall be solvent
weld.
5. All piping over four (4) inch shall utilize belled
ends or belled couplings using rubber gaskets in
twenty (20) foot laying lengths.
6. All fittings for 4" or larger mainline shall be
epoxy coated steel.
B. PVC Fittings
1. Schedule 40 fittings must conform to ASTM D-2466.
2. Schedule 80 fittings must conform to ASTM D-2464.
3. All threaded fittings must be schedule 80.
C. Tubing
1. Tubing shall be constructed of linear low density
polyethylene resin.
2. 19/32" tubing shall be Rainbird RBT-716/52 or
approved equal.
3. 1/4" emitter distribution tubing shall be Rainbird
RBT-250P or approved equal.
D. End Line Drain/ Flush Valves
1. Shall be placed at end of each section of drip
tubing
2. Shall be Agricultural Products Inc. 700CEFCH-H or
approved equal
E. Swing Joints
1. Nipples: Schedule 80 with molded threads on both
ends. (unless specified otherwise in
construction details)
2. Elbows: Schedule 40 FIPT X FIPT.
3. Pre -fabricated swing joints are not acceptable.
F. Valves
1. Double check with double gate valves (backflow
prevention). (Wilkins 1" or "approved equal")__
A. Two independently operated spring -loaded
poppet type check valves.
B. Two gate valves - screw type
C. Maincase shall be epoxy coated inside and
outside and consist of four test cocks
which provide for in -line testing and
maintenance.
D. Stainless steel springs and corrosion
resistant materials shall be used through-
out.
E. Check valve to be accessible from top of
device without removing check valve body
from line
F. Install Double Check Valve with brass unions
of appropriate size before and after
valve.
2. Manual Control Gate Valve (if used)
A. Brass body - standard type
B. Non -rising stem
C. Solid wedge disk
D. Cold service - 250 P.S.I.
3. Quick Coupler Valves (Rainbird 44RC or "approved
equal")
A. Single lug, 2 piece body, heavy cast bronze
B. Standard cover
C. Installed with min. 10" diameter concrete
doughnut. (For 111, 1 1/211, 2" valves)
Donuts shall be installed flush with
finished ground level and shall not shift
when walked upon.
4. Section Valve (Weather-matic 8024BCR-12 1- 1/4"
and Weather-matic 8024BCR-IOXPR 1" or
"approved equal")
A. Direct burial, remote control electric valve
normally closed
B. Solenoid - Waterproof molded epoxy resin
construction having no carbon steel
components exposed
C. Actuator - Stainless steel enclosed in a
watertight protection capsule with a
molded in place rubber exhaust port seal.
Spring shall be stainless steel.
D. Diaphragm - Dual ported, made of nylon
reinforced Buna-N rubber
E. Flow adjustment system.
F. Cold water working pressure -150 P.S.I.
G. Bronze body and cover with stainless steel
cover bolts.
H. The 1" valve shall be equipped with a
pressure regulating device.
G. Valve Boxes
1. Double Check Valve Boxes
A. Supplied by Contractor
B. To be installed by Contractor
C. Minimum Dimensions: 24" x 18" x 18" deep,
molded plastic. Use extensions if
necessary to achieve depth required on
detail sheet.
2. Section Valve and Filter Boxes (for electric
automatic systems)
A. Lock -in green lid with cover lift holes
(Rectangular, lid shall have snap lock tab
closure)
B. Black lower body with pipe slot 2 1/2" x
4" (2 sides)
C. Minimum Dimensions: 21" x 15 3/4" X 18"
deep, molded plastic. Use extensions if
necessary to increase depth of box walls.
H. Sprinkler Heads
1. Specified Head 11 (Toro 642-02-43 or "approved
equal") 180 deg. for large turf areas.
A. Body: Non -corrosive cycolac and stainless
steel construction.
B. Gear -driven, pop-up design
C. 2 3/8" pop-up to nozzle, 1" NPT female
thread inlet.
D. 56' radius at 40 psi with 13.2 G.P.M.
E. Maximum working pressure - 150 p.s.i.
F. Height - 9"
G. All inside parts to have resistant slide -
lock positioning.
H. Precipitation rate - .78"/hr.
2. Specified Head 12 (Rainbird 15-Q (90 deg.) and
Rainbird 15-TT 200 deg. or "approved
equal") for small turf areas.
A. Body: Shall be Rainbird 1804 PRS(or
"approved equal") Non -corrosive cycolac
and stainless steel construction.
B. Pop-up design with pressure regulation.
D. 15' radius at 30 p.s.i. with .93 G.P.M. on
90 deg. and 2.48 G.P.M. on 200 deg.
emitter.
G. Precipitation Rate 1.8311/hr for 90 deg.
head, 1.83"/hr for 200 deg. head.
3. Specified Head #3 (Rainbird FS-05 or "approved
equal") for sign bed.
A. Solid fan type spray pattern nozzle
B. Body shall be high pop-up spring retraction
sprinkler (Rainbird 1812 PRS or approved
equal)
C. Pop-up height 12"
D. High impact ABS body, cover and flow tube
E. Flow Rate- 12.4 G.P.H. with 9.2' diameter
spray at 10 PSI..
4. Specified head # 4 (Hardie Turbo Key S.C., 2GPH
or "approved equal") for drip on trees
a. Install 2 emitters per tree on opposite
sides.
b. Attach emitters to 1/4" emitter distribution
tubing.
I. Controller(B)
1. Central Controller (Weather-matic Mark 8FX with
XVSCSA Surge Protection or "approved
equal")
A. 8 Stations
- B. Solid-state timer with two independent
programs variable from 0 to 99 minutes or
0 to 9.9 hours.
C. Battery back-up to retain program and clock
time for 60 minutes if power fails
(requires two NiCd rechargeable batteries
�- which shall be provided by the
contractor).
D. Electricity - Input - 115 V. AC. Output -
24 V. AC., input and output surge
protectors.
E. Size: Approximately 9.5" W, x 8.9" H, x
4.6"D.
F. Housing: Raintight, urethane coated heavy -
gauge steel, with a hinged cover having
two side toggle latches and cylinder lock.
2. Satellite Controller (if applicable)
A. NA
J. Screen Filter
1. Shall be Agricultural Products, Inc. 4E- 1" or
approved equal
2. Spin clean screen filter
3. All stainless steel screen- 150 Mesh Size
K. Lightning Arrestors with Grounding Rods
1. Arrestor To Be:
A. Installed at controller by Contractor.
Lightening rods also to be installed by
contractor.
2. Ground Rods -Copper coated steel using copper
coated or bronze one piece clamps.
3. See 7.11 For more information
L. Control Wiring
1. All 24 volt wiring to be 12 AWG-annealed copper,
Baron UF, 600 volt, PVC coated UL approved
direct burial.
2. All wire to be single stranded, one wire for each
electric valve and a common wire.
3. All control wires to be installed at minimum
depth of 18" and directly under any pipe if the
same ditch is used.
M. Control Pressure Pump Station (if applicable)
1. Not Applicable
N. Miscellaneous Equipment
1. Wire Connectors
A. Provide moisture -proof connection for
underground wiring.
B. Copper crimp sleeves must be used inside
moisture -proof connectors to secure wires
2. P.V.C. Solvent and Primer
A. Solvent used on P.V.C. pipe shall be of type
approved by both the manufacturer of the
pipe and manufacturer of fittings.
B. Primer used shall be type approved in same
fashion.
C. Primer will be color tinted.
3. Thrust Blocks
A. Concrete "ready -mix" - 3,000 p.s.i. in 28
days with 3 number 3 rebar installed. To
be placed at all angles and terminal ends
of 2 1/2" or greater pipe. To be placed
at all angles (901s, 451s, tees) and at
terminal ends of pipe. (Refer to Thrust
Block detail) Thrust blocks must be
installed against the pipe and extend to
an undisturbed vertical wall of the
trench.
7. Execution
7.1 Handling of Materials
A. Contractor shall exercise care in handling, loading, and
unloading of all equipment. All P.V.C. pipe,
fittings, and other equipment shall be adequately
covered and protected from the elements. Pipe and
fittings also shall be transported in such a fashion
as to be protected from excessive bending and from
external, concentrated load at any point.
7.2 Trenching
A. To have straight, flat bottoms and of sufficient depth
for sprinkler head and operable swing joint.
B. Depth of Trench
1. 4" pipe or smaller - 18" minimum cover.
2. Pipe larger than 4" - 24" minimum cover.
C. Pipe pulling is not acceptable.
7.3 Laying of P.V.C. Pipe
A. Pipe to be snaked from side to side of trench bottom to
allow for expansion and contraction of pipe.
B. All foreign matter to be removed from inside of pipe
prior to joining. Keep clean during laying operations
by means of plugs or other approved methods.
C. All lumber, rubbish, and large rocks shall be removed
from the trenches. Pipe shall have firm, uniform
bearing for the entire length of each pipe line to
prevent uneven settlement.
D. When trench is cut through rock or rock ground, the pipe
must be bedded three inches on all sides with approved
sand.
E. Do not lay pipe in water, or when trench or weather
conditions are unsuitable for work.
F. When work is not in progress, securely close open ends
of pipe fittings so that no trench water, earth, or
other substance will enter pipes or fittings.
G. Take up and relay any pipe that has the grade or joint
disturbed after laying.
H. Fittings at bends in the pipe line and at ends of lines
shall be firmly wedged against the vertical face of
the trench, but not against rock.
I. Thrust blocks to be used. see 6.2.-K.3.A. (Thrust
Blocks)
J. Make joints in all screwed fittings by applying Teflon
tape on male threads. Use of Teflon dope is
prohibited.
K. Only schedule 80 pipe and fittings may be threaded.
L. Where threaded P.V.C. connections are required, use
threaded P.V.C. adapters.
M. There shall be no less than nine (9) inches of pipe
between any two fittings.
N. No cross tees or street ells are to be used at any time.
O. On cut pipe, all burrs to be removed, tees and pipe to
be cleaned, and primer and solvent applied as to
standard application process.
P. After pipe has been solvent weld, do not apply water
pressure for a minimum of twenty-four (24) hours.
Q. All pipe shall be installed so that manufacture's
markings are facing the up position.
R. Excess PVC Solvent shall be removed from joints before
drying to prevent pipe weakening. Pipe connections
made with excess solvent will not be accepted.
S. The owners representative must be given twenty-four (24)
hour notice before pipe trenches are covered so that
owners representative may be present for inspection.
After pipe system has been inspected and approved,
trenches may be closed.
7.4 Installation of Valves (gate, double check, and section
valves.)
A. Install all new valves deep enough so that valve box lid
will be flush to existing surface.
B. Install double check valve with brass unions before and
after valve as shown on detail.
C. After installing valves and valve boxes, backfill hole
with pea gravel up to bottom of valve.
D. Quick coupler valve to be installed on double swing
joint as specified on plans. Top to be flush with
finish grade.
7.5 Sprinkler Heads
A. All sprinkler heads to be installed at spacing indicated
on plans.
B. All sprinkler heads to be installed on double swing
joint assemblies as indicated on plans.
C. Install heads so that top of head is slightly above
ground level to allow for settling.
D. All sprinkler heads to be set to proper arc by
Contractor.
E. All heads to be installed six (6) inches from back of
curb or jogging track edge (when applicable).
7.6 Flushing
A. The mainline and valves will be flushed after
installation. Full working pressure must be used to
flush all lines. On a loop system the two valves the
greatest distance from the water source will be
opened. On any other configuration of mainline, the
last valve on each mainline will be opened for
flushing. The owner's representatives must be given
twenty-four (24) hours notice before flushing begins
so they may be present for inspections. After
mainlines have been inspected and flushed the lateral
lines may be installed.
B. The lateral lines will be flushed just prior to head
installation. Flushing procedure will consist of
pointing all swing joints away from ditch line to
prevent contamination. The next step is to open the
valve with full working pressure and begin capping
each swing joint with a threaded cap, beginning with
the swing joint closest to the valve and ending with
the swing joint the greatest distance form the valve.
Twenty-four (24) hour notice must be given to Owner's
representatives for inspection.
C. Flush pipes until free of all rock, dirt, trash, pipe
shavings, and debris.
7.7 Leakage Test
A. After pipe is laid, line to be pressurized and all air
expelled from line at highest point of each section.
B. Each line to be inspected for leaks. Any joints showing
leaks shall be repaired and any cracked or defective
pipes or fittings shall be removed and replaced with
good material.
7.8 Backfill
A. Trenches to be backfilled with the excavated earth from
trench work. All rocks and debris to be removed and
no item larger than two (2) inch diameter to be placed
back in trench. Backfill is to be compacted and
flooded to settle trench. Contractor shall add more
backfill if needed to bring trenches to existing
grade.
7.9 Controller
A. Contractor to locate controller as indicated on plans.
B. Contractor shall install a concrete slab four (4)
inches thick flush to ground. Owner will provide and
Contractor will install prefabricated metal raintight
box for Contractor to install controller in.
Contractor shall install grounding rod through
concrete slab.
C. Contractor shall install rigid conduit from edge of
--- slab, ell up through and attach to controller box.
One conduit for power source; one conduit for
common/section wires.
D. Power wire conduit to be 3 4" diameter rigid conduit to
meet city code.
E. One duplex plug shall be installed in the controller
box.
7.10 Wiring
A. Control wires from controller to valves shall be laid in
sprinkler line trenches (if applicable -wiring to be
installed along wiring route on plan).
B. Control wires to be taped together every twenty (20)
-' feet along trench.
C. Expansion loops shall be made every 50 foot length of
wire run by wrapping at least five (5) turns of wire
around a one (1) inch rod or pipe, then withdraw the
rod.
D. All wire connections or splicing work shall have
moisture proof connectors, and their location must be
denoted on the as -built plan. Contractor shall
minimize amount of splices.
E. Common valve wiring shall be white through entire
system.
F. Section valve wires shall each be a separate color up to
nine (9) different colors. Each section must maintain
consistent color from controller to valve. White wire
may not be used as section wire.
7.11 Lightning Arrestors and Rod
A. A lightning arrestor and rod shall be installed at each
controller. The rod shall be installed by the owner
and placed within the concrete slab below the
controller.
B. Rod shall be copper coated steel, minimum 8 feet long
and 5 8" diameter.
C. Rod shall have minimum resistance of twenty five (25)
OHMS or less.
D. Rod to be connected to controller by a copper coated or
bronze one piece clamp.
E. Wire used to connect controller to lightning rod shall
be 6 gauge solid copper wire or one gauge larger than
power wires, whichever is largest.
B. Inspection/Acceptance
8.1 Preliminary Inspection
A. When all initial installation is done and all
incidentals necessary to the proper function of the
system is done Contractor shall request Owner to walk
through system and visually check the operation of the
system. At this time Owner and Contractor will
discuss repairs that may need to take place.
8.2 Final Inspection
A. After preliminary inspection has taken place and all
corrections and repairs have been completed by the
Contractor, Contractor and Owner will again walk
through system to check operation. This procedure
will be repeated until system operates to Owner
satisfaction. At this time Owner will accept system
from Contractor. An acceptance form will follow from
Owner to Contractor.
9. Clean up
9.1 Removal of Site Debris
A. Contractor shall:
1. Make final clean-up of all parts of work.
2. Remove all construction material and equipment.
3. Prepare site in an orderly and finished
appearance.
4. Remove from site any rock or extra dirt that
resulted from this work and restore site to its
original condition.
10. Warranty
10.1 Guarantee
A. Contractor shall:
1. Make all needed repairs or replacements due to
defective workmanship or materials for exactly
one (1) year following date of final acceptance.
2. Be responsible for all expenses necessary for
w repairs and replacement.
3. Pay all expenses incurred if Contractor fails to
act upon a request from owner for repairs to
system. If Contractor fails to do work within
ten (10) days after request has been made by
owner, owner will proceed with repairs and
charge all expenses to Contractor.
4. Pay for expenses incurred to project due to
vandalism prior to final acceptance.
B. Owner shall:
1. Pay for all expenses incurred due to vandalism
after final acceptance.
End of Section
(THIS PAGE LEFT BLANK INTENTIONALLY)
-- SECTION 07- IRRIGATION SPECIAL CONDITIONS
GUADALUPE NEIGHBORHOOD ENTRANCE SIGN
1001 1st Place, Lubbock, Texas
1. Owner is to provide metal raintight box for controller.
Contractor is to mount box into concrete slab as noted on
plans. Contractor will then mount irrigation controller
firmly into box and connect lightning arrester. Rigid
conduit is to be used by Contractor to run power from
source to controller. P.V.C. will not be accepted for
conduit. Conduit and placement is to conform to city
regulations.
End of Section
(THIS PAGE LEFT BLANK INTENTIONALLY)
SECTION 08 LANDSCAPING SPECIFICATIONS
Guadalupe Neighborhood Entrance Sian
1001 1st Place, Lubbock, Texas
1. General
1.1 Scope of Project
A. To furnish and install all plant materials at the
Guadalupe Neighborhood Entrance Sian.
1.2 Related work as specified elsewhere.
A. Section 02 - Earthwork & Grading
B. Section 07 - Irrigation
1.3 Additional Information
A. All information under General Instructions To Bidder,
Conditions Of Agreement, and Special Conditions, apply
to this section.
2. Quality Assurance
2.1 Qualifications of Bidder
A. Bidder to have minimum of 3 years experience on
projects of similar characteristics and size.
B. Bidder to furnish, at Owner's request, references of
work for determination of ability of Bidder to perform
work.
C. Bidder to inspect site to become familiar with site
conditions prior to bid. Failure to do so will not
relieve Bidder of responsibility to perform work as
required in the specification.
D. Bidder is to provide a specific delivery time of plant
material at the time bid is received by Owner. Owner
understands the time element involved for the ordering,
digging, and delivery of plant material by the Bidder.
A reasonable amount of time will be allowed and
determined at Owner's discretion. Failure to provide
delivery date of plant material will provide grounds for
rejection of Bid.
2.2 Quality of Plant Material
A. All plant material shall conform to ANSI Z60.1 1980.
B. Plant material to be grown in and conditioned to
climatic conditions similar to locality of project, or
well healed -in and conditioned to local climate.
C. Plant material to be true to botanical and common name
variety as specified.
D. Plant material to be sound, healthy and vigorous, well -
rooted and established in the container in which they
are sold. Fibrous roots shall be well developed so that
root mass will retain its shape and hold together when
removed from the container. Plants collected from the
wild or balled and potted plants are not acceptable.
Plant material shall be well branched and densely
foliated (when in leaf) and have healthy, unbroken well -
developed root systems.
E. Plant material to be free from disease, insects, and
defects such as knots, sun -scald, windburn, injuries,
abrasions or disfigurement.
F. All trees shall have straight trunks, unless specified
otherwise, and canopy branches to begin no lower than
four (4) feet in height. Evergreen conifers are
excluded.
G. All plant material shall be container grown and shall
have a compact, fibrous root system. Plant materials
shall fill the specified container, but shall show no
evidence of being or of having been root bound.
H. Trees, shrubs, and other plants will be measured in
units of caliper, height, or spread called for in plans.
See 2.3 and 2.4 for details.
I. All plant material to be installed after irrigation is
installed (if applicable).
J. Minimum Tree Trunk Caliper/root Zone Dimensions:
Shade/Deciduous, Conifer/Broadleaf and Evergreen
1 1/211- 2" caliper- 30 gal. container
2 2 1/2" caliper- 45 gal. container
2 1/2"- 3" caliper- 100 gal. container
2.3 Measurement of Deciduous Trees
A. Deciduous trees shall be measured in units of average
height in feet and by average caliper.
B. Deciduous trees below four (4) inch caliper shall be
measured six (6) inches above ground level.
C. Deciduous trees greater than four (4) inch caliper shall
be measured twelve (12) inches above ground level.
D. Multi -trunk specimens shall consist of no less than
three (3) and no more than seven (7) trunks. See
planting plan schedule and bid proposal for caliper
sizes.
2.4 Measurement of Evergreen Trees, Deciduous and Evergreen
Shrubs
A. Evergreen Trees and deciduous shrubs to be measured in
units of average height in feet.
B. Evergreen shrubs to be measured in units of average
spread in inches.
2.5 Inspection of Material
A. The Owner reserves the right to inspect all plant
material prior to acceptance and after delivery to the
site. owner shall reject any damaged, diseased or other
plant material which does not conform to specifications.
It shall be the Contractor's responsibility to replace
and provide new plant material.
3. Product Delivery, Storage, and Handling
3.1 Delivery
A. Deliver all plant materials to site in original unopened
containers bearing scientific name and common name.
B. Protect all material during delivery to prevent damage
to root system or damage to foliage.
C. Notify Owner of Delivery Schedule in advance so plant
material may be inspected upon arrival at job site.
D. Deliver plants to job site only when planting areas are
prepared.
E. Trees may not be handled by trunk.
3.2 Inspection
A. The owner shall reserve the right to inspect all plant
material before and/or after it has been removed from
delivery vehicle.
B. Owner shall reject any damaged, diseased, or other plant
material which does not conform to specifications.
C. It shall be the Vendor's responsibility to replace any
nonconforming plant materials with conforming materials
at no additional expense to the owner.
3.3 Storage
A. Protect all roots of plant material from drying or other
possible injury.
B. Take necessary precautions to protect material in
adverse weather.
C. Maintain and protect materials not to be planted
immediately upon delivery. The contractor shall be
responsible for damage to all materials which are not
planted immediately.
3.4 Handling.
A. Do not drop plants.
B. Do not damage root system, trunk, or crown of plant
material.
C. Plants shall not be picked up or moved by the
branches, stems, or foliage, but shall be lifted and
handled from the sides of containers.
D. Any material damaged in ways described in this sub-
section shall be replaced at Contractor's expense.
4. Project Materials
4.1 Plant Material
A. Refer to 2.2-quality of plant material. Refer to plan
for listings.
4.2 Top Soil
A. Top soil shall be considered soil dug from hole, free of
caliche, brush, roots, weeds, rocks of 1" diameter or
larger, and grasses. In the event that the site sub-
soil material consists of caliche, the Contractor will
excavate and haul off and bring in good top soil free of
brush, roots, weeds, and rocks of one (1) inch diameter
or larger.
4.3 Mulch
A. Mulch shall be shredded, processed, sacked and sealed
Cypress chips.
B. Mulch shall be free from weed seed, soil, plant
diseases, and insects.
C. Mulch shall be processed through a 2 3/4" to 3" size
screen. No material shall be larger than 1/4" X 1/2" X
4" in size.
4.4 Water
A. To be furnished by Contractor.
4.5 Tree Stakes
A. Tree stakes shall be furnished by owner. Stakes will be
6' long metal 'T' shaped crossectionally.
B. Contractor shall uniformly paint stakes dark green if
owner is unable to supply a uniformly colored lot of
stakes. Paint for stakes shall be of a quality intended
for outdoor use on metal surfaces.
5. Mixes
5.1 Planting Mixture Ratio
A. Water retention soil additive to be added by contractor.
Use a cross -linked modified polyacryamide polymer, 50:1
water absorption ratio, non-biodegradeable, and PH
neutral. (Starch based compounds are not acceptable).
B. 2 1/2 oz. of dry compound per cubic foot of backfill
material shall be used. Additive shall be mixed
thoroughly throughout backfiff material.
6. Execution
6.1 Site Conditions
A. The owner will inspect site conditions regularly to
determine continuation or discontinuation of work due to
bad weather. Construction will be stopped temporarily
if necessary by agreement between Owner and Contractor
to insure best installation possible.
6.2 Field Measurements
A. Location of trees to be staked by Contractor at project
site according to planting plans. Contractor to notify
Owner for approval of staking 36 hours before planting
process. Owner will adjust plant material locations if
necessary.
B. Container material to be planted shall be placed in beds
according to plans and Owner shall approve locations
prior to Contractor installing materials.
C. Planting shall begin only after plant staking is
approved by Owner.
6.3 Excavation for Planting
A. Shape of Pits
1. Vertical scarified sides and flat
bottom.
2. Circumference of plant pits to be
circular with bottom of hole to be flat.
B. Size of Pits
1. For Trees: Two (2) foot wider and six (6) inches
deeper than container.
2. For Shrubs and Groundcovers: One (1) foot wider and
six (6) inches deeper than container.
6.4 Obstructions Below Ground
A. Remove rock or underground obstructions to depth
necessary to permit planting.
B. If underground obstructions cannot be removed, notify
Owner for new instructions.
C. Avoid damaging underground utility lines. Contractor
shall be responsible for the protection of sub -surface
lines and structures.
D. Repair damage to existing irrigation system (if
applicable) at no expense to Owner.
6.5 Excess Soil
A. Dispose of unacceptable or unused excess soil away from
project site at Contractor's expense.
7. Planting
7.1 Container Grown Material (for individual plantings)
A. For trees: Dig pits two (2) feet wider and six (6)
inches deeper than container size.
For shrubs and groundcovers: Dig holes one (1) foot
wider and six (6) inches deeper than container. Loosen
the soil in the planting pit, removing rocks, compacted
soil, and other obstacles which could deter good root
growth.
-- B. Fill lower third of pit with soil mixture up to height
that will bring top of container soil even with the
existing grade.
C. To remove plant from container:
1. Tap lightly on bottom of container.
2. Ease plant out of container by grasping trunk near
crown and pulling slowly.
3. Keep root ball intact when planting.
D. Place plant in pit and backfill with soil mixture.
E. Water to allow soil to sink in around roots. Push plant
and soil around roots to remove air pockets and to keep
plant straight.
7.2 Preparation of Planting Beds for Mass Plantings (if
applicable)
A. Prior to planting, contractor shall Roto-till entire
planting bed to a six (6) inch to eight (B) inch depth.
Area to be hand tilled if equipment cannot operate
within the space requirements.
B. Bark mulch shall be tilled into beds at a rate of four
cubic feet per one -hundred (100) square feet.
C. Follow procedure stated in 7.2 - Container Grown
Material.
7.3 Water Spray
A. Fine spray all plant materials after planting to
wash leaves. This shall only be done in the early
morning on hot, sunny days or any time on overcast days.
7.4 Pruning
A. Prune minimum necessary to remove injured twigs,
branches, deadwood, and suckers.
7.5 Mulching
A. Add a 3" layer of specified bark mulch topping on new
plant saucers.
B. Add a 3" layer of specified bark mulch topping to shrub
planting beds.
7.6 Staking
A. All trees being planted shall be staked by contractor.
B. Use staking method specified on planting detail sheet.
7.7 Turf Seeding
A. Add Top Soil as specified in Earthwork & Grading Section
02- 3.6 C.
B. Seed as shown on planting plan.
8. Clean-up
8.1 Remove all planting debris such as excess soil, rocks,
trash, and other material from project site.
9. Warranty
9.1 Contractor shall guarantee all container grown material for
a period of 90 days beginning at final acceptance date by
Owner. All defective or dead plant material shall be
replaced by Contractor, as well as all labor necessary to
install new material, and shall be at Contractor's expense.
End of Section
NOTICE OF ACCEPTANCE
(THIS PAGE LEFT BLANK INTENTIONALLY)
City of Lubbock
P.O. Box 2000
-- Lubbock, Texas 79457
606-767-2167
July 12, 1991
LDC CONSTRUCTION
PO BOX 65251
LUBBOCK TX 79464
Office of
Purchasing
SUBJECT: GUADALUPE NEIGHBORHOOD ENTRANCE SIGN
The City of Lubbock, having considered the proposals submitted and
opened on the 31st day of May, 1991, for work to be done and materials
to be furnished in and for:
City of Lubbock Bid # 11347
Guadalupe Neighborhood Entrance Sign
as set forth in detail in the Specifications, Plans, and Contract
Documents for such work for the City of Lubbock; it appearing that your
— proposal is fair, equitable and to the best interest of said City,
please take notice that said proposal was accepted by the City Council
of the City of Lubbock on the June 27, 1991, at the bid price contained
therein, subject to the execution of and furnishing of all other
documents specified and required to be executed and furnished under the
contract documents. It will be necessary for you to execute and furnish
to the City of Lubbock all such documents within ten (10) days from your
receipt of this Notice.
The five percent (5%) bid security, submitted with your proposal,
will be returned upon the execution of such contract documents and bonds
within the above specified ten (10) day period. In the event you should
fail to execute and furnish such contract documents and bonds within the
-- time limit specified, said bid security will be retained by the City of
Lubbock.
CITY OF LUBBOCK
- Z' J
Gene Eads, C.P.M.
Purchasing Manager
(THIS PAGE LEFT BLANK INTENTIONALLY)